Agenda packet — Montebello City Council, February 26, 2025 (part 2 of 2)

GP-27
(4) “Public works project” means the erection, construction, alteration, repair, or improvement of any public structure, building, road, or other public improvement of any kind. (5) “Subcontractor” means any type of contractor within the meaning of Chapter 9 (commencing with Section 7000) of Division 3 of the Business and Professions Code who either is in direct contract with a contractor or is a lower tier subcontractor. (d)(1)(A) Upon receipt of a claim pursuant to this section, the public entity to which the claim applies shall conduct a reasonable review of the claim and, within a period not to exceed 45 days, shall provide the claimant a written statement identifying what portion of the claim is disputed and what portion is undisputed. Upon receipt of a claim, a public entity and a contractor may, by mutual agreement, extend the time period provided in this subdivision. (B) The claimant shall furnish reasonable documentation to support the claim. (C) If the public entity needs approval from its governing body to provide the claimant a written statement identifying the disputed portion and the undisputed portion of the claim, and the governing body does not meet within the 45 days or within the mutually agreed to extension of time following receipt of a claim sent by registered mail or certified mail, return receipt requested, the public entity shall have up to three days following the next duly publicly noticed meeting of the governing body after the 45-day period, or extension, expires to provide the claimant a written statement identifying the disputed portion and the undisputed portion. (D) Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. If the public entity fails to issue a written statement, paragraph (3) shall apply.
(2)(A) If the claimant disputes the public entity’s written response, or if the public entity fails to respond to a claim issued pursuant to this section within the time prescribed, the claimant may demand in writing an informal conference to meet and confer for settlement of the issues in dispute.

Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, the public entity shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(B) Within 10 business days following the conclusion of the meet and confer conference, if the claim or any portion of the claim remains in dispute, the public entity shall provide the claimant a written statement identifying the portion of the claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the claim shall be processed and made within 60 days after the public entity issues its written statement. Any disputed portion of the claim, as identified by the contractor in writing, shall be submitted to nonbinding mediation, with the public entity and the claimant sharing the associated costs equally. The public entity and claimant shall mutually agree to a mediator within 10 business days after the dispu ted portion of the claim has been identified in writing. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate with regard to the disputed portion of the claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the claim remaining in dispute shall be subject to applicable procedures outside this section.
(C) For purposes of this section, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the parties in dispute resolution through negotiation or by issuance of an evaluation.

Any mediation utilized shall conform to the timeframes in this section.

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GP-28
(D) Unless otherwise agreed to by the public entity and the contractor in writing, the mediation conducted pursuant to this section shall excuse any further obligation under Section 20104.4 to mediate after litigation has been commenced.
(E) This section does not preclude a public entity from requiring arbitration of disputes under private arbitration or the Public Works Contract Arbitration Program, if mediation under this section does not resolve the parties’ dispute.
(3) Failure by the public entity to respond to a claim from a contractor within the time periods described in this subdivision or to otherwise meet the time requirements of this section shall result in the claim being deemed rejected in its entirety. A cla im that is denied by reason of the public entity’s failure to have responded to a claim, or its failure to otherwise meet the time requirements of this section, shall not constitute an adverse finding with regard to the merits of the claim or the responsibility or qualifications of the claimant.
(4) Amounts not paid in a timely manner as required by this section shall bear interest at 7 percent per annum.
(5) If a subcontractor or a lower tier subcontractor lacks legal standing to assert a claim against a public entity because privity of contract does not exist, the contractor may present to the public entity a claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that the contractor present a claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor. The subcontractor requesting that the claim be presented to the public entity shall furnish reasonable documentation to support the claim. Within 45 days of receipt of this written request, the contractor shall notify the subcontractor in writing as to whether the contractor presented the claim to the public entity and, if the original contractor did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.
(e) The text of this section or a summary of it shall be set forth in the plans or specifications for any public works project that may give rise to a claim under this section. (f) A waiver of the rights granted by this section is void and contrary to public policy, provided, however, that (1) upon receipt of a claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civi l action or binding arbitration, as applicable; and (2) a public entity may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of this section, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this section.

PART 4 – EXISTING IMPROVEMENTS

SECTION 400 – PROTECTION AND RESTORATION

400-1 GENERAL.

The second paragraph of Subsection 400-1 of the Standard Specifications is hereby deleted and replaced with the following:

The Contractor shall relocate, repair, replace or re -establish all existing improvements within the project limits which are not designated for removal (e.g., curbs, sidewalks, driveways, fences, walls, sprinkler systems, signs, utility installations, pavements, structures, etc.) which are damaged

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GP-29
or removed as a result of the operations or as required by the Plans and Specifications. The Contractor shall make the effort to repair all sprinklers, pipe, etc by the end of the day.

Where existing traffic striping, pavement markings, and curb markings are damaged or their reflectivity reduced by the Contractor’s operations, such striping or markings shall also be considered as existing improvements and the Contractor shall repaint or replace such improvements.

Relocations, repairs, replacements or re -establishments shall be at least equal to the existing improvements and shall match such improvements in finish and dimensions unless otherwise specified.

All existing improvements including Fence/Wall/Gates/Plants/Grass/Trees/Irrigation Systems/etc. that might be damaged during construction should be videotaped and it is Contractor’s responsibility to protect all existing adjacent features such as landscaping, irrigati on system, property’s fence/wall/gates, curb and gutter, pull boxes, utility boxes, and etc. in place per section 400-1 of Standard Specifications for Public Works Construction. All damages to these items shall be fixed to the satisfaction of the City of Montebello without any additional compensation.

400-2 PERMANENT SURVEY MARKERS.

The following is added this this subsection of the Standard Specifications:

The Contractor shall be responsible for the protection and preservation of existing permanent survey monuments and benchmarks during construction. Damaged or lost monuments and benchmarks shall be restored to existing condition by a Registered Civil Engineer or a Land Surveyor licensed by the State of California at no increase in cost to the City.

The Contractor, at its own expense, shall employ a qualified surveyor to perform all survey work required for the completion of the project as specified in the plans and these specifications, comply with the requirements of Section 8771 of the Land Surveyors Act as amended and s ubmit the documents from the County Surveyor as proof of compliance to the City of Montebello.

400-3 PAYMENT

This subsection of the Standard Specifications is hereby deleted and replaced with the following:

No separate or additional payment will be made for 1) protection of existing improvements, 2) restoration of existing improvements and 3) permanent survey markers. All costs to the Contractor for protecting, removing, restoring, relocating, repairing, replacing, or re -establishing existing improvements shall be included in the bid.

SECTION 402 – UTILITIES

402-1 LOCATION.

402-1.1 General.

The following is hereby added to this subsection of the Standard Specifications:

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The location and existence of any underground utility or substructure was obtained from a search of available records. No guarantee is made or implied that the information is complete or accurate.

It shall be the Contractor’s responsibility alone to determine the exact location of underground utilities or substructures of every nature and to protect them from da mage. The Contractor shall excavate and expose all high -risk underground facilities. The Contractor shall notify the owners of all known utilities and substructures as set forth in the Specifications.

NOTIFICATION

The Contractor shall notify the City of Montebello and the owners of all utilities and substructures not less than 48 hours (2 working days) prior to starting construction. The following list of names and telephone numbers is intended for the convenience of the Contractor and is not guaranteed to be complete or correct:

CITY OF MONTEBELLO DEPT OF PUBLIC WORKS (323) 887-1462 Attention: Mr. Cesar Roldan [email protected]

AT&T (626) 318-9039
Attention: Mr. Marco Macias

CALIFORNIA WATER SERVICE (323) 823-5287
Attention: Mr. Ralph Felix [email protected]

CENTRAL BASIN MUNICIPAL WATER DISTRICT (323) 201-5500
Attention: Mr. Kevin P. Hunt

CHARTER COMMUNICATION (626) 807-3263
Attention: Mr. Rodney Graf [email protected]

LOS ANGELES COUNTY DEPT. OF PUBLIC WORKS (626) 458-7136 Attention: Mr. Mahdad Derakhshani [email protected]

LOS ANGELES COUNTY SANITATION DISTRICT (562) 908-4288 ext. 1205 Attention: Ms. Christine Gurga [email protected]

METROPOLITAN WATER DISTRICT (213) 217-7670
Attention: Mr. Ken Chung [email protected]

MONTEBELLO LAND & WATER (323) 722-8654
Attention: Mr. Brett Ommen [email protected]

SAN GABRIEL VALLEY WATER CO. (909) 201-7349
Attention: Mr. Paul Garavito

SOUTH MONTEBELLO IRRIGATION DISTRICT (323) 721-4735
Attention: Mr. Jordan Betencourt [email protected]

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GP-31
SOUTHERN CALIFORNIA EDISON North of Lincoln Av (323) 720-5298 Attention: Ms. Regina Gonzales

SOUTHERN CALIFORNIA EDISON North of Lincoln Ave. & Large Projects Attention: Ms. Elda Alatorre (323) 720-5214

SOUTHERN CALIFORNIA EDISON South of Lincoln Ave. (310) 608-5005 Attention: Ms. Lissette Alvarez [email protected]

THE GAS COMPANY (310) 605-4105
Attention: Mr. Cesar Arroyo [email protected]

CRIMSON PIPELINE (310) 669-4002
Attention: Mr. Ryan Lassus (310) 669-4024

CHEVRON (310) 669-4014
Attention: Mr. Dave Zerler

CITY POLICE AND FIRE DEPARTMENT Police: (323) 887-1313 Fire: (323) 887-4510

UNDERGROUND SERVICE ALERT (800) 422-4133 Tel
(909) 808-8101 Fax

TRASH COLLECTORS – ATHENS DISPOSAL (626) 336-6100

STREET SWEEPING – NATIONWIDE (562) 860-0604

MONTEBELLO UNIFIED SCHOOL DISTRICT (323) 887-7900

MONTEBELLO TRANSIT (323) 558-1625

EMERGENCY INFORMATION

The names, addresses and telephone numbers of the Contractor and subcontractors, or their representatives, shall be filed with the Engineer and the City Police Department prior to beginning work.

402-1.2 Payment

Payment for provisions under section 402-1 of the Standard Specifications shall be considered included in the various items of the work. No separate payment will be authorized.

PART 6 – TEMPORARY TRAFFIC CONTROL

SECTION 600 – ACCESS

600-1 GENERAL.

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GP-32
The following is added this this subsection of the Standard Specifications:

The Contractor shall notify the occupants of all affected properties in writing at least forty-eight hours (2 working days) prior to any temporary obstruction of access.

600-2 VEHICULAR ACCESS.

The following is added this this subsection of the Standard Specifications:

Vehicular access to the property line shall be maintained except as required for construction for a reasonable period of time. No overnight closure of any driveway will be allowed except as permitted by the Engineer.

In cases where driveways require replacement. Where a property has two driveways, only one driveway at a time can be closed for replacement. Where a single driveway to a property has a considerable width, half of the driveway is to be closed, worked on and reopened for usage before the other half of the driveway can be worked on.

All driveways have to be open for access during project non -construction hours and days which may require use of plating and other devices or methods.

No driveway can be worked on until the owner/tenant has been informed in writing with five (5) working days’ notice of the scheduled work and has agreed to the planned schedule of the Contractor.

600-3 PEDESTRIAN ACCESS.

The following is added this this subsection of the Standard Specifications:

Under situations of sidewalk closure to pedestrians, the Contractor shall post advance notice on barricades to direct pedestrian to use the sidewalk on the opposite side of the street or the Contractor may elect to provide continuous K-rail in the curb lane to allow pedestrians to walk in the curb lane behind the K-rail. Any and all devices such as plates, barricades, K-rails and notices shall be continuously maintained for pedestrian and vehicle safety. No curb lanes shall be closed during non-working days of the week. Appropriate advance warning signs shall be continuously maintained as needed during the project. All such devices, warning signs and interruptions of normal vehicle lanes, parking lanes and pedestrian walkways shall be shown on the Traffic Control Plan for advance approval by the Agency.

SECTION 601 – TEMPORARY TRAFFIC CONTROL FOR CONSTRUCTION AND

MAINTENANCE WORK ZONES

601-1 GENERAL.

The following is added this this subsection of the Standard Specifications:

At least one twelve -foot-wide traffic lane shall be provided for each direction of travel on all arterial streets at all times except as permitted by the Engineer. With previous authorization from

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GP-33
the City, the Contractor can provide one traffic lane on a single direction on residential streets, during construction hours.

Clearances from traffic lanes shall be five feet to the edge of any excavation and two feet to the face of any curb, pole, barricade, delineator, or other vertical obstruction.

Any striped roadway shall be delineated by the Contractor with temporary raised reflective markers when it is to be left un-striped overnight.

Street closures will not be allowed except as specifically permitted by the Engineer.

601-2 TEMPORARY TRAFFIC CONTROL PLAN (TCP)

601-2.1 General

The following is added this this subsection of the Standard Specifications:

At the Pre -Construction meeting, the Contractor shall submit to the Engineer a detailed traffic control plan per section 601 of the Standard Specifications and construction sequencing for the project. The plan shall include drawings as necessary to clearly outline how traffic flow and pedestrian walkways will be handled during the course of construction and where detour and advance notice signs will be posted.

Traffic control plan shall be approved in writing by the City Engineer prior to construction starts.

The plan shall be prepared per latest edition of California Manual on Traffic Control Devices (CA-MUTCD).

Traffic lane transitions shall not be sharper than a taper of thirty to one.

Temporary striping will not be allowed unless specifically permitted by the Engineer. The Contractor shall prepare any plans that may be required for temporary striping to the satisfaction of the Engineer. In no event will temporary striping be allowed to remain on finish pavement surfaces.

In no case shall traffic be diverted from the existing traveled way without prior approval of the City Engineer.

The contractor shall include in his Traffic Control Plan use of lighted message boards to notify traffic of project and any changes in vehicle or pedestrian travel routes.

If the Contractor shall fail to provide and install any of the signs or traffic control devices ordered by the Engineer, the Engineer may either stop the work or cause such signs or traffic control devices to be placed by others and charge the cost therefor against the Contractor and deduct same from the next progress payment.

601-2.2 Payment

Payment for provisions under section 601 of the Standard Specifications shall be considered included under the bid item for traffic control. No separate payment will be authorized.

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SPECIAL PROVISIONS
PART 2 – BID ITEM DESCRIPTIONS

FOR

CITYWIDE CATCH BASIN CONNECTOR PIPE SCREEN (CPS) INSERTS

INSTALLATION PROJECT

C.P. No. 931

IN THE CITY OF MONTEBELLO

All Bid Items shall be in accordance with the Standard Specifications for Public Works Construction (SSPWC), including supplements, State of California Department of Transportation (Caltrans) Standard Specifications, Latest Edition, Los Angeles County approval shop drawings and the Special Provisions and General Conditions of these specifications.

Base Bid items

Bid Item No. 1 Mobilization/Demobilization (Not to exceed 3% of total of all other Prime Contract Bid Items)

Mobilization shall conform to the provisions of Sections 7-3.4 of the Standard Specifications.

Mobilization and demobilization shall consist of preparatory work and operations including, but not limited to, those necessary for the movement of personnel, equipment, materials, and incidentals to and from the project site necessary for work on the project and for all other work and operations which must be performed or costs incurred including bonds, insurance, and financing prior to beginning work on the various contract items on the project site. Mobilization shall also include the time, materials, and labor to move the necessary construction equipment to and from the site, supervisory time on the job by the Contractor’s personnel to keep the construction site in a safe condition, and all other related work as required at all times and for all non-working days during the construction period. The Contractor is responsible for securing an adequate storage site for equipment and materials. Demobili zation includes removal of all equipment and materials from the site, clean up and restoration of the work site at the end of project. This bid item shall also include pressure washing of all USA markings, clearing and grubbing operations preceding and pos t construction consisting of removing all natural and artificial objectionable materials from the Right -of-Way in construction areas, road approaches and material sites. Clearing and grubbing shall conform to the provision of section 300 -1 of the standard specifications.

No additional amounts shall be paid for erosion control, Best Management Practices (BMP), erosion damage clean -up, and removal of debris from the project site, NPDES requirements, or removal of soil and other materials deposited on public streets by construction traffic.

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BD-2
Best Management Practices (BMP) shall be defined as any program, technology, process, citing criteria, operating method, measure, or device, which controls, prevents, removes, or reduces pollution. The Contractor shall obtain and refer to the California Storm Water Best Management Practice Handbooks, Volume 3, Construction BMP Handbook and the Los Angeles County Department of Public Works Best Management Practices Handbook for Construction Activities.

Los Angeles County Department of Public Works
Cashier’s Office
900 South Fremont Avenue
Alhambra, CA 91803
Telephone: 626-458-6959

The Contractor shall have a minimum of two readily accessible copies of each publication on the Contract site at all times plus any copies of applicable environmental mitigation plans.

Additional BMPs may be required as a result of a change in actual field conditions, contractor activities, or construction operation. When more than one BMP is listed under each specific BMP category, the Contractor shall select the appropriate and necess ary number of BMPs within each category in order to achieve the BMP objective.

BMPs for Contractor activities shall be continuously implemented throughout the year and project time period. BMPs for erosion control and sedimentation shall be implemented during the period from October 15 to April 15, and whenever the National Weather Service Predicts rain within 24 hours. BMPs for erosion control and sedimentation shall also be implemented prior to the commencement of any Contractor activity or construction operation, which may produce run-off, and whenever run-off from other sources may occur.

The Agency (City), as a permittee thereto, is subject to enforcement actions by the State Water Resources Control Board, Environmental Protection Agency, and private citizens. The Agency will pass through to the Contractor any penalty assessed by these en tities for each calendar day that the Contractor has not fully implemented the BMPs specified for the Contract and/or is otherwise in noncompliance with these provisions. In addition, the Agency will deduct, from the final payment due the Contractor, the total amount of any fines levied on the Agency, plus legal and staff costs, as a result of the Contractor’s lack of compliance with these provisions and/or less than complete implementation of the specified BMPs.

Payment for Mobilization/Demobilization shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies and the City of Montebe llo; and complying with the requirements specified in those licenses and permits; coordination, field office facility, implementation of Best Management Practices, and incidentals necessary to perform all related items of work. Progress payments for this bid item shall be paid for in accordance with the completion percentage of the project to the Contractor and shall include the cost of such mobilization administration during the entire contract period and demobilization. No additional compensation will be allowed therefor. The sum total of this Bid Item shall not exceed 3% of the total of all other Bid Items.

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BD-3
Bid Item No. 2 - Traffic Control

Traffic Control, Traffic Control plan, construction signing and traffic maintenance shall comply with the provisions of Subsections 5-7, 600 and 601 of the Standard Specification, Subsection 56- 2 of the Caltrans Standard Specifications, and the current requirements set forth in the “Manual of Traffic Controls for Construction and Maintenance Work Zones” published by the Department of Transportation, State of California, and Manual on Uniform Traffic Control Devices ( CA- MUTCD), Latest Edition, by the Federal Highway Administration and California, the traffic control plans and these Special Provisions.

The Contractor shall maintain the following clearances from the edge of traffic lanes:

1) 5 feet to any excavation,
2) 2 feet to curbs or temporary concrete barriers,
3) 10 feet to poles and other obstructions on uncurbed roadways.

If determined by the Engineer that it is necessary to decrease these minimum distances to allow for the prosecution of the work, the Contractor shall provide all protective devices required by the Engineer to adequately protect the public.

PUBLIC CONVENIENCE

Within ten working days after the date of the Agency’ s execution of the Contract Agreement the Contractor shall submit a proposed Construction Schedule for approval . Based on the approved project schedule, the Contractor shall notify residents and businesses of the proposed work and post temporary “NO PARKING” signs at no cost to the City. Signs shall be posted at all intersections, and on each side of the street a maximum of 200 feet between signs. Signs may not be attached to existing poles, street lig hts standards or trees. All signs must be posted on delineators or stakes provided by the Contractor. The “NO PARKING” signs shall be in place not less than seventy two (72) hours prior to performing the work; therefore a request for changes in the schedule requiring additional posting shall be submitted by the Contractor for approval by the Engineer at least seventy -two (72) hours prior to reconstruction and paving the street. All conflicting parking signage shall be covered.

Due to the nature of this project involving major inconvenience to residents and businesses, a good Public Relations Program is mandatory and evidence of satisfactory past performance in this area will be required.

The Contractor is to distribute two (2) “Public Notice” to each residence and business affected by the project. The first notice shall be distributed ten (10) calendar days prior to the start of any work. The second notice shall be distributed at least s eventy two (72) hours prior to the start of work on a specific section of the street. A sample copy of the notice must be approved by the City.

Said notice shall be attached to a red information hanger provided by the Contractor and hung on the gate or front door knob. The Contractor shall also coordinate with the bus services to ensure the safe operation of buses and access to bus stops in the construction area. Notices shall be in English and Spanish languages.

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BD-4
The Contractor shall also coordinate with the street sweeping, trash disposal , Montebello Bus Lines and postal services agencies to ensure the safe operation of their vehicle and access in the construction area.

All complaints received by the City associated with the construction project alleging damage to private property and vehicles shall be responded to by the Contractor within twenty-four (24) hours (one working day) of notification. Failure to comply with t his provision may result in a penalty of One Hundred dollars ($100.00) per occurrence.

All trucks, which the Contractor proposes to use, that exceed the legal load limit when loaded will be required to have overweight permits issued by the City.

The Contractor shall be responsible for adequate barricading of the work area and controlling of traffic in the vicinity of the project as specified in Subsection 601 of the General Provisions.

PROTECTION OF WORK AND PUBLIC

The Contractor shall take all necessary measures to protect work and prevent accidents during any and all phases of the work. The Contractor shall repair all damaged pavement as a result of vandalism (i.e., vehicle tracks, footprints, graffiti, etc.) If deemed necessary by the City, the Contractor shall repair the defective area in accordance with these special provisions.

CONSTRUCTION SIGNING

Construction signing shall consist of furnishing, installing, maintaining and removing construction signs and barricades as required by the “California Manual on Uniform Traffic Control Devices”, CA-MUTCD. The traffic control system shall be installed on a road prior to starting work for that road and shall not be removed until all work has been completed on that road. Existing speed limit signs, which conflict with the work zone speed limit, shall be covered during the entire construction period.

TRAFFIC MAINTENANCE

The Contractor shall be responsible for handling vehicular and pedestrian traffic in accordance with Subsection 601 of the Standard Specifications and these Special Provisions.

The Contractor shall prepare all necessary traffic control plans and submit to the City for approval at the pre -construction meeting. The traffic control plans shall be prepared by a California Licensed Traffic Engineer and shall show:

1. Notification Signs.

2. Existing and temporary lane lines.

3. Dimensions of the work zone and street improvements.

4. Advance warning signs.

5. Delineators

6. Lighting, for nighttime work.

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BD-5
The plans shall be submitted to the City at the preconstruction meeting prior to commencing work and shall incorporate a complete and separate plan for each stage of construction proposed by the Contractor. This plan shall indicate the sequence of lanes o r portions of lanes being closed for each phase. The traffic control plans shall indicate the travel plan for each phase of construction.

The traffic control plans shall state:

1. That the plan will conform to “California Manual on Uniform Traffic Control Devices”, CA-MUTCD.

2. Emergency contact person and phone number.

3. Minimum lane widths and minimum clearance to obstructions.

The traffic control plan shall be approved by the City of Montebello prior to beginning of work.

The Contractor shall cooperate with the City of Montebello relative to handling traffic through all work areas and shall make his own arrangements relative to keeping the working area clear of parked vehicles and maintaining clear access to driveways.

The Contractor shall furnish and install construction notification signs as shown on traffic control plans and as specified by the City of Montebello.

The Contractor shall provide for controlled pedestrian crossings through the work. Crossings shall provide pedestrians a means of passing over or through the work without tracking tack coat or hot asphalt concrete or P.C.C. work or endangering pedestrian safety. All temporary pedestrian crossings shall be in compliance with the latest Americans with Disabilities Act design standards and supplements.

At intersections, if a cross road needs to be temporarily closed when work is in progress through the intersection and the anticipated traffic delay is more than five (5) minutes, a detour sign shall be installed on the cross street and shall include the installation of advance signing displaying the anticipated delay time. The signing of the detour route shall be approved by the Engineer prior to installation of the detour and closure of the road.

The Contractor shall provide for one lane of travel in each direction at all times unless approved by the Engineer. When two -way traffic is restricted to one lane in each direction, and when applying paving past intersecting roads, traffic shall be contro lled as required by the “California Manual on Uniform Traffic Control Devices”, CA-MUTCD. A pilot car and driver will be required at various locations if control by flaggers and/or control devices proves deficient in the opinion of the Engineer. In no case shall the Contractor provide less than one (1) lane of travel in each direction through the construction zone including cross-streets.

Contractor’s equipment and personal vehicles of the Contractor’s employees shall not be parked on the traveled way at any time. Overnight parking of construction equipment shall be confined to an approved storage site selected by the Contractor and approved by the City.

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BD-6

TEMPORARY GUIDE MARKERS

Temporary guide markers shall be portable Caltrans Standard Specifications approved delineators.

Only one type of temporary guide marker shall be used on any road at any one time.

Temporary guide markers shall be placed adjacent to the edge of all vertical lips or excavations that exceed 3/4 inches. If the temporary guide markers are damaged, or are not in an up -right position, from any cause, said markers should immediately be replaced or restored to their original locations, in an upright position by the Contractor.

PORTABLE DELINEATORS

The vertical portion of the portable delineators shall be brilliant orange or predominantly orange in color. The posts shall be not less than 100 square inches, measured through the vertical axis of the delineator, normal to the roadway. The minimum height shall be thirty-seven (37) inches above the traveled way.

Two 4-inch nominal width reflective bands shall be mounted a minimum of 1 ½ inches apart and at a height on the post so that one reflective band will be between 2.5 feet and 3 feet above the roadway surface.

Reflective bands shall be flexible vinyl plastic, either white or yellow, and shall have not less than the following dry reflective values at a 0.2 degree divergence angle, expressed I units if candlepower per foot-candle per square foot. The wet reflective values shall not be less than ninety percent (90%) of the dry values.

Dry Reflective Value

Angle of Incidence 4º 5º 30º White 250 165 50
Yellow 10 110 50

All tests for reflective values shall be performed in accordance with California Test Method No. 642.

The portable delineators shall be spaced as necessary for proper delineation; however, in no case shall the spacing between portable delineators exceed thirty (30) feet on tangents or twenty (20) feet on curves.

FLUORESCENT TRAFFIC CONES

Provide lighted flashers and lighting for night time. Traffic cones shall be fluorescent new or reconditioned and of good commercial quality, flexible material suitable for the purpose intended.

The outer section of the portion above the base of the once shall be highly pigmented fluorescent orange polyvinyl compound. The overall height of the cone shall be anchored in a manner such

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BD-7
that the traffic cone will remain in an upright position. Lighted flashers and lighting shall be provided additionally for nighttime.

The fluorescent traffic cones shall be spaced as necessary for proper delineation; however, in no case shall the spacing between fluorescent cones exceed thirty (30) feet on tangents or twenty (20) feet on curves.

STRIPING

Temporary striping and marking which has no further use shall be removed by wet sandblasting, and all sand used in sandblasting shall be removed without delay as the sandblasting operation progresses.

RESTRICTIONS ON CLOSURE OF STREETS AND TRAFFIC LANES

The Contractor shall conduct all operations so as to provide access to the adjoining properties and have no greater length or quantity of work under construction that can be properly prosecuted with a minimum of inconvenience to the public.

The Contractor shall construct temporary A.C. ramps or equal to provide safe and drivable access to residents and business properties daily.

The Contractor shall coordinate all shipments and deliveries to businesses. If steel plates are required, they shall be provided by the Contractor at no additional cost to the City.

The Contractor shall be responsible for furnishing, placing and maintaining barricades and lights as necessary to protect the public from danger due to the work being done.

No additional amounts shall be paid for erosion control, erosion damage clean-up, and removal of debris from the project site, NPDES requirements, or removal of soil deposited on public streets by construction traffic.

Payment for Traffic Control shall be included in the Lump Sum (LS) Price bid and shall be considered full compensation for providing and maintaining safe traffic control including all temporary signs, striping and delineation , preparing and providing traffic control plan during the project, obtaining all approvals and permits, as required, from all related agencies, including, but not limited to, public agencies and the City of Montebello; and complying with the requirements specified in those licenses and permits, coordination, field office facility; and incidentals necessary to perform all related items of work.

Bid Item No. 3 – Fabrication and Installation of Connector Pipe Screen (CPS) Unit

1. GENERAL

The work specified in this subsection includes the furnishing and installing Connector Pipe Screens for the pipe outlets of existing storm drain catch basins, as described herein. These devices are intended to reduce the amount of trash entering the storm

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drain system through curb opening catch basins or a curb opening catch basin with gratings. All devices shall conform to the following requirements:

The catch basin identification numbers listed in the List of Catch Basin Locations Table, in Appendix D, mark the location of the catch basins that a Connector Pipe Screen is needed, except as noted. Not all catch basins are expected to gain approval for standard CPS retrofit. Contractor shall coordinate with County to retrofit the maximum amount of catch basins possible from the list in Appendix D.

Submittals: Prior to initiating fabrication, the Contractor shall submit shop drawings, catalog cuts, and other information required per SSPWC Subsection 3-8, which completely describes the units to be installed under this Contract. The Contractor shall assist the AGENCY with permitting process to Los Angeles County through Epic LA.

The following information shall be included to this submittal for each type of unit:

1. Detailed shop drawings and descriptions of all components of the unit, showing all dimensions, materials used, connection details, assembly details, and mounting details. The shop drawings shall clearly describe the mechanical operation of the unit. Sho p drawings shall note the correct title of the City project, Agency name, and LACFCD Permit Number.

a. Shop drawings must be submitted and approved by the County prior issuance of a permit.

2. Installation details and instructions.

3. Warranty information form, including contact information for replacement parts. All devices installed as part of these Special Provisions shall be covered by a three (3) year manufacturer's warranty, starting on the date of acceptance of the project by the AGENCY.

4. Performance and test data, including a list of existing installations with a contact person from the owner of the facility in which each unit is installed and the date of installation.

5. Recommended cleaning and maintenance schedule and procedures to maintain the proper functioning of the unit, including replacement schedule of parts for the entire unit.

6. Contractor shall furnish two (8) copies of a Technical Manual for CPS Units and one (8) electronic copies on USB Flash Drive in portable document format (PDF). The Technical Manual shall be submitted prior to field acceptance of the work. Each manual shall, at minimum, include the following:

a. Title Sheet

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b. Table of Contents
c. Manufacturer, supplier, spare parts, and servicing location information, including name, address, phone number of the manufacturer and local representative.
d. Recommended installation, adjustment, calibration, and troubleshooting procedures.
e. Lubrication recommended, if applicable.
f. Recommended preventative maintenance and maintenance procedures.
g. Complete parts list, by generic title and identification number, with isometric views and schematics for each assembly.
h. Recommended spare parts list and list of special tools and equipment required for O&M.
i. Disassembly, overhaul, reassembly, and realignment instructions. j. A discussion of the warranty and how to obtain warranty service.

7. Upon completion of the project, contractor must update the table included in Appendix D and submit an as -built spreadsheet, containing installed dimensions, product manufacturer’s name and contact information, and unit names and models. Additionally the Contractor shall submit an “ Unsound Condition” spreadsheet including exact measurements and reasoning resulting in unsound condition identification.

2. MANUFACTURER’S WARRANTY

All devices installed as part of these Special Provisions shall be covered by a three (3) year manufacturer's warranty, starting on the date of acceptance of the project by the AGENCY. The warranty shall cover the devices against corrosion, excessive wearing of moving parts, and operational malfunction for any reason. The manufacturer shall provide, at no cost to the AGENCY, all labor, material and equipment required to repair or replace the devices during the warranty period including, but not limited to, calibration and adjustment of moving parts to ensure the device oper ates properly.

There shall be no limit to the number of repairs or replacements required during the warranty period to ensure that the devices operate properly.

3. PRELIMINARY INSPECTION AND MEASUREMENT

The Contractor shall inspect each catch basin included in this Contract for unsound conditions such as but not limited to: a) exterior damage, b) bent or missing protection bars, c) damaged manholes, d) damaged face plate, e) other physical damage, f) catc h basins requiring protection bars per SSPWC Standard Plan 310-3. Since these types of conditions may interfere with the installation of retrofit devices, a list of catch basins with such unsound conditions shall be submitted to the Engineer per SSPWC Subsection 3-8. The list shall also identify catch basins that, based on inspection, the Contractor determines are not suited for the type of device listed in the Catch Basin

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Table. Upon receipt of this information, the Engineer will substitute an appropriate device or a catch basin at a different location.

Any subsequently disclosed damage to a catch basin not included in the list submitted by the Contractor will be assumed to be the result of the Contractor's clean out or installation operations and shall be corrected at the Contractor's expense.

The dimensions shown in the List of Catch Basin Locations Table, included in Appendix D, are approximate and included for bid purposes only. The Contractor shall make detailed measurements of each catch basin, including the size and location of the connector pipe, for the proper fabrication of the devices. Improper fabrication of devices due to errors in the Contractor's measurements shall be corrected at its own expense. The Contractor shall submit written records of its measurements to the Engineer per SS PWC Subsection 3-8, prior to the fabrication of the units. The Contractor shall identify in the measurement records catch basins that, based on actual measurements, are not suited for the type of device listed in the Catch Basin Table.

Upon receipt of this information, the Engineer will substitute an appropriate device or a catch basin at a different location.

4. CATCH BASIN PHOTOS

The Contractor is responsible for taking photos of each catch basin included in the list to be installed with a connector pipe screen. Contractor shall take before cleaning, after cleaning, and after CPS installation pictures and provide a photo log of pic ture documentation for each catch basin. The photo log shall accurately display all three photos of each catch basin per row and accurately provide the catch basin number with said photos.

4. REMOVAL AND REINSTALLATION OF CATCH BASIN MANHOLE COVERS

AND GRATES

The Contractor shall remove the existing manhole cover or existing grate as required to access the inside of the catch basin and shall reinstall the existing catch basin manhole cover or grate whenever the catch basin is left unattended. Screws or bolts that cannot be reused and were not damaged by the Contractor shall be replaced with new ones meeting the requirements specified in the applicable standard plans as directed by the Engineer. The furnishing and replacement of the screws or bolts, as directed by the Engineer, shall be considered as included in the prices bid for this item of work, and no separate payment will be made therefor.

The Contractor's attention is directed to the possibility that the catch basin cover screws may be frozen. It shall be the Contractor's responsibility to remove these frozen cover screws. If during their removal the catch basin covers or screws should beco me damaged, it shall be the Contractor's responsibility to replace them in accordance with the applicable standard plan and to redrill and tap new holes, if necessary, at no additional cost to the AGENCY. If heat is used to facilitate removal of frozen cov er

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screws, the screws must be checked the following workday to verify that they have not refrozen. Before leaving a catch basin, the Contractor shall thoroughly clean all debris from the manhole frame and cover. When replacing the catch basin covers, the Contractor shall grease all catch basin cover screws with a high temperature thread lubricant and seal grease (Jet -Lube by Koper -Kote or equal) and shall furnish and replace any missing screws.

6. STAFF GAUGE

The Contractor shall paint a staff gauge per Los Angeles County Requirements . The staff gauge shall be located such that it is visible through the curb opening or grating of the catch basin.

7. CONNECTOR PIPE SCREENS (CPS)

The CPS prevents trash and debris from entering the storm drain system during dry weather and moderate storm flows by keeping the trash and debris inside the catch basin.

Requirements: All catch basins, regardless of ownership (City or LACFCD), shall be constructed per the LACFCD requirements. The CPS units shall be designed to retain all trash larger than 5 mm (0.197 inches) in the catch basin, and shall comply with the following items.

1. The CPS shall be sized, fabricated and installed conforming to the configurations shown in Appendix A, prepared by the LACDPW.

2. The CPS shall not interfere with the operation of the existing or proposed installed ARS.

3. The CPS unit shall have a sufficient structural integrity to withstand a lateral force of standing water (62.4 lb/ft3) within the catch basin area when the screen becomes100% clogged. The CPS unit shall be bolted to the catch basin walls.

4. The CPS shall be configured with deflector plates or screens preventing trash from falling between the screen and connector pipe. The deflector plate shall be designed to withstand a vertical load of 10 lbs per square foot.

5. The gap at the bottom, sides, and joints of the CPS unit shall not exceed 5mm (0.197 inches).

6. The perimeter of the CPS shall include a structural frame for stiffness, a bolting surface to fasten the CPS to the wall of the catch basin, and support for the upper portion of the CPS unit referred as the “bypass” (see CPS Configuration Appendix A).

7. All parts/components of the CPS unit must be sized to fit through the catch basin’s manhole opening.

8. When the CPS unit encroaches more than 4 inches into the manhole opening, the Contractor shall install a Removable CPS unit. The Removable CPS unit shall be designed and installed with a removable panel allowing

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access into the catch basin. The removable panel shall be easily disengaged from the rest of CPS assembly upon entry or from the outside of the catch basin.

9. It is the responsibility of the Contractor to field verify the location and dimensions of these basins as listed in the List of Catch Basin Locations Table in Appendix D

8. MATERIALS AND FABRICATION

The CPS shall meet the following requirements:

1. The CPS frame shall be manufactured/fabricated from Type S-304 stainless steel, or an Agency approved equal stainless steel alloy. The Structural members shall have a minimum thickness of 3/16 inches.

2. The CPS screen shall be manufactured/fabricated from perforated metal of Type S -304 stainless steel, or an Agency approved equal stainless steel alloy. The screen shall have a minimum thickness of fourteen (14) gauge (0.0781 inches) The geometrical opening shape shall have a diameter of 5mm (0.197 inches).

3. The screen material used shall have at least 45% open area. SP-12

4. Any edge of the CPS that is not flush with the wall or floor of the catch basin shall be smooth with no prongs or jagged edges.

5. The assembly bolts, screws, nuts, and washers shall be fabricated entirely from Type S-316 stainless steel. The concrete anchor bolts shall use a Red Head Multi-Set II drop-in anchor, SSRM-38, with Type 316 stainless steel threaded rods, nuts and washers, or Agency approved equal.

9. MEASUREMENT AND PAYMENT

Measurement and Payment for CONNECTOR PIPE SCREEN
INSTALLATIONS shall be at the contract unit price bid per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the furnishing and installation of CPS units complete and in place, including, but not limited to, all submittals ; prototype testing; costs associated with the 3 -year warranty; onsite testing and calibration; painting of staff gauges on the catch basin wall; furnishing and installing; and all other costs involved in the Work not specifically covered by other items of work and per LACDPW encroachment permit requirements, and no additional compensation will be allowed therefore.

Bid Item No. 4 – Fabrication and Installation of Automatic Retractable Screens (ARS) Unit

1. GENERAL

The work specified in this subsection includes the furnishing and installing Automatic Retractable Screens for openings of existing storm drain catch basins, as described

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herein. These devices are intended to be fabricated and installed in the event the County does not authorize the use of CPS units to the catch basin for whatever reason. ARS are meant to reduce the amount of trash entering the storm drain system through curb opening catch basins or a curb opening catch basin with gratings during dry weather and moderate storm flows by keeping the trash and debris in the street gutter for collection by street sweepers. All devices shall conform to the following requirements:

The catch basin identification numbers listed in the List of Catch Basin Locations Table, in Appendix D, mark the location of the catch basins that a Automatic Retractable Screen is needed , except as noted. In the event that any catch basin is deemed to be in “ Unsound Condition” for CPS retrofit per Base Bid, the catch basin shall be retrofit with ARS per Alternative Bid. Not all catch basins are expected to gain approval for standard ARS retrofit. Contractor shall coordinate with County to retrofit the maximum amount of catch basins possible from the list in Appendix D.

Submittals: Prior to initiating fabrication, the Contractor shall submit shop drawings, catalog cuts, and other information required per SSPWC Subsection 3-8, which completely describes the units to be installed under this Contract The Contractor shall assist the AGENCY with permitting process to Los Angeles County through Epic LA.

The following information shall be included to this submittal for each type of unit:

a. Shop drawings must be submitted and approved by the County prior issuance of a permit.

2. Installation details and instructions.

4. Performance and test data, including a list of existing installations with a contact person from the owner of the facility in which each unit is installed and the date of installation.

5. Recommended cleaning and maintenance schedule and procedures to maintain the proper functioning of the unit, including replacement schedule of parts for the entire unit.

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6. Contractor shall furnish eight (8) copies of a Technical Manual for ARS Units and eight (8) electronic copies on USB Flash Drive in portable document format (PDF). The Technical Manual shall be submitted prior to field acceptance of the work. Each manual shall, at minimum, include the following:

a. Title Sheet
b. Table of Contents
c. Manufacturer, supplier, spare parts, and servicing location information, including name, address, phone number of the manufacturer and local representative.
d. Recommended installation, adjustment, calibration, and troubleshooting procedures.
e. Lubrication recommended, if applicable.
f. Recommended preventative maintenance and maintenance procedures.
g. Complete parts list, by generic title and identification number, with isometric views and schematics for each assembly.
h. Recommended spare parts list and list of special tools and equipment required for O&M.
i. Disassembly, overhaul, reassembly, and realignment instructions. j. A discussion of the warranty and how to obtain warranty service.

2. MANUFACTURER’S WARRANTY

There shall be no limit to the number of repairs or replaceme nts required during the warranty period to ensure that the devices operate properly.

3. PRELIMINARY INSPECTION AND MEASUREMENT

The Contractor shall inspect each catch basin included in this Contract for unsound conditions such as but not limited to: a) exterior damage, b) bent or missing protection

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bars, c) damaged manholes, d) damaged face plate, e) other physical damage, f) catch basins requiring protection bars per SSPWC Standard Plan 310-3. Since these types of conditions may interfere with the installation of retrofit devices, a list of catch ba sins with such unsound conditions shall be submitted to the Engineer per SSPWC Subsection 3-8. The list shall also identify catch basins that, based on inspection, the Contractor determines are not suited for the type of device listed in the Catch Basin Table. Upon receipt of this information, the Engineer will substitute an appropriate device or a catch basin at a different location.

Upon receipt of this information, the Engineer will substitute an appropriate device or a catch basin at a different location.

4. CATCH BASIN PHOTOS

The Contractor is responsible for taking photos of each catch basin included in the list to be installed with a automatic retractable screen. Contractor shall take before cleaning, after cleaning, and after ARS installation pictures and provide a photo log of picture documentation for each catch basin. The photo log shall accurately display all three photos of each catch basin per row and accurately provide the catch basin number with said photos.

5. REMOVAL AND REINSTALLATION OF CATCH BASIN MANHOLE COVERS

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The Contractor's attention is directed to the possibility that the catch basin cover screws may be frozen. It shall be the Contractor's responsibility to remove these frozen cover screws. If during their removal the catch basin covers or screws should beco me damaged, it shall be the Contractor's responsibility to replace them in accordance with the applicable standard plan and to redrill and tap new holes, if necessary, at no additional cost to the AGENCY. If heat is used to facilitate removal of frozen cov er screws, the screws must be checked the following workday to verify that they have not refrozen. Before leaving a catch basin, the Contractor shall thoroughly clean all debris from the manhole frame and cover. When replacing the catch basin covers, the Contractor shall grease all catch basin cover screws with a high temperature thread lubricant and seal grease (Jet -Lube by Koper -Kote or equal) and shall furnish and replace any missing screws.

6. STAFF GAUGE

The Contractor shall paint a staff gauge per Los Angeles County Requirements . The staff gauge shall be located such that it is visible through the curb opening or grating of the catch basin.

7. AUTOMARTIC RETRACTABLE SCREENS (ARS)

The ARS units prevent trash and debris from entering a catch basin (CB) during dry weather and moderate storm flows by keeping the trash and debris in the street gutter for collection by street sweepers. ARS units are not allowed on catch basins (CBs) connecting to drains of less than a 4 -year frequency design storm or when a sump condition exists.

Requirements: All catch basins, regardless of ownership (City or LACFCD), shall be constructed per the LACFCD requirements and shall comply with the following items.

1. The City's contractor will be required to perform a field operational test on all of the CBs in which ARS units were installed, as required in the Public Works' specifications for ARS contracts (Attachment B). Any ARS units that do not open, close, and lock closed automatically under the test conditions, shall be repaired or replaced and retested. This process shall be repeated until the failed unit passes the test.

2. The exposed ends of the CB protection bar, when removed, must be drilled out to a minimum depth of 1/4 inch and refilled with neat "Sikadur 32, Hi - Mod" or Agency approved equal. When CB protection bars are removed, each ARS unit shall be fitted with a permanent, fixed horizontal, 3/4 inch diameter solid stainless steel bar located at the same distance above the flow line as the existing protection bar. Butt welding of the protection bar will not be allowed.

The new protection bar shall remain fixed when the ARS unit opens and shall not protrude beyond the projected curb face. However, the protection bar replacement will be waived when both of the following conditions are met:
• The CB curb face height is 12 inches or less.

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• The CB curb opening between the flow line and the ARS unit in the fully open position is such that a 4 inch diameter sphere cannot pass through.

3. The City shall, during storm events, patrol the locations where ARS units are installed and clear any trash lodged on the screen to allow storm flows to enter the CB.

8. ONSITE FLOWING WATER TEST

Upon completion of the installation , e ach ARS unit shall be manually operated to ensure that the screen and all moving parts move freely and the screen locks securely in the closed position. Units that are determined by Public Works to be malfunctioning shall be repaired or replaced at the sole expense of the Contractor.

All of the catch basins in which ARS units were installed will be tested using water supplied from a fire hydrant or water truck. The Contractor shall be responsible for providing the source of water, including written approval from the water agency if a hydrant is used. Sufficient water shall be provided to cause the ARS units to open with no other assistance as follows:

1. Sandbags shall be placed around the CB’s curb opening to allow the water to pond in front of the catch basin to a depth of 3 inches, measured from the flow line of the catch basin curb opening local depression. The sandbags shall be located 5 feet upstream and downstream of the end of the local depression. Sandbags shall also be placed 7 feet from and parallel to the catch basin curb face.

2. An impermeable rigid membrane/barrier shall be placed covering the catch basin curb opening to allow the water to pond in front of the catch basin . The membrane/barrier shall be capable of sealing the catch basin curb opening without leakage so that the water ponds to the depth required.

3. Once the water reaches the depth described herein, the impermeable membrane shall be removed in one quick and continuous motion to allow the ponded water to instantaneously enter the catch basin and cause the ARS unit to open. A continuous flow of water shall be provided for at least two minutes after the initial opening of the ARS unit in sufficient quantity to maintain the device open. At the end of the two minutes, the flow of the water shall be stopped and the device shall fully close automatically prior to or immediately after the flow into the catch basin stops.

4. This process shall be successfully completed at least two consecutive times without adjustments and/or calibration between trials. 5. Any ARS unit that do not open, close, and lock closed automatically under the test conditions, described herein, shall be repaired or replaced at the sole expense of the Contractor and retested. This

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process shall be repeated until the failed device passes the test at the sole expense of the Contractor.

9. MEASUREMENT AND PAYMENT

Measurement and Payment for AUTOMATIC RETRACTABLE SCREEN INSTALLATIONS shall be at the contract unit price bid per each (EA) and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals and for doing all work involved in the furnishing and installation of ARS units complete and in place, including, but not limited to, all submittals ; prototype testing; costs associated with the 3 -year warranty; onsite testing and calibration; painting of staff gauges on the catch basin wall; furnishing and installing; and all other costs involved in the Work not specifically covered by other items of work and per LACDPW encroachment permit requirements, and no additional compensation will be allowed therefore.

Bid Item No. 5 – Cleanout Existing Catch Basins

The Contractor shall furnish all materials, equipment, tools and labor to cleanout (i.e. remove and dispose of all debris from within and around) all catch basins in which retrofit devices will be installed under this Contract to the maintenance standards specified. Cleanout shall also include the catch basin connector pipe openings and the first 6 feet thereof. The catch basin shall be clean at the time of the installation of the retrofit device. Any trash and debris that accumulates between the dates the catch basin is cleaned and the date the device will be installed shall be removed prior to installation of the device at the Contractor's expense.

Maintenance Conditions and Maintenance Standards

Following are deficiencies in maintenance conditions and their corresponding maintenance standards which shall apply to this Contract. The cleanout of each catch basin shall meet the maintenance standards listed as follows:

Description of
Maintenance Condition Deficiency
Description of
Maintenance Standard

1. Trash and debris located immediately in front
of curb opening or side opening of catch
basin, and on top or between metal grates of
grated catch basin.

No trash and debris located immediately in
front of catch basin opening, and on top or
between metal grates.

2. Vegetation growing across and/or blocking
the basin opening.

No vegetation blocking catch basin
opening.

3. Trash and debris in the basin No trash and debris within the catch basin.

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4. Trash and debris in the connector pipe
opening, upstream or downstream.

No trash and debris in connector pipe
opening and/or in the connector pipe for a
distance of 6 feet from the opening.

Trash and debris shall include, but is not limited to, mud, vegetation, and garbage. Upon completion of a cleanout operation at a catch basin and before leaving it, the Contractor shall sweep the top surface of the catch basin and the area 2 feet around the basin, and shall remove any trash and debris resulting from the cleanout operations. No debris is to be left at a catch basin for future pick-up.

Method of Removal

All trash and debris required to be removed from the catch basins shall be removed in a manner to be determined by the Contractor. The Contractor shall not allow any trash or debris to enter the connector pipe or main line as a result of the cleanout operations.

Debris Disposal

All trash and debris removed under this Contract shall become the property of the Contractor and shall be legally disposed of away from the basin sites. The Contractor is responsible for proper disposal of the trash and debris, including obtaining approvals from all jurisdictional agencies, as applicable. The contractor shall contact LA County Animal Care and Control for pickup and disposal of dead animals. However, the Contractor shall be responsible for removing any dead animal from inside a catch basin. The Contractor shall also be responsible for contacting and coordinating with Animal Care and Control, a list of local Animal Care and Control offices may be obtained at http://animalcare.lacounty.gov/locationByCity.asp.

Payment for Clean Out Existing Catch Basins shall be at the contract unit price per Each (EA) Price bid and shall be considered full compensation for cleaning, hauling, proper disposal of debris and all other material and labor required to properly perform the work described in the bid item and no other compensation will be allowed therefor.

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APPENDIX “A”

LIST OF STANDARD PLANS

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CITY OF MONTEBELLO

CITYWIDE CATCH BASIN CONNECTOR PIPE SCREEN (CPS) INSERTS

INSTALLATION PROJECT

C.P. No. 931

LIST OF STANDARD PLANS

Plan No. Description

Standard Plans for Public Works Construction:

SPPWC 310-4 Catch Basin Face Plate Assembly
and Protection Bar

Los Angeles County Public Works Requirements

Revised ARS and CPS Requirements Requirements for further detail on measurements and design of ARS
and CPS Units per County standards.

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APPENDIX “B”

DEPARTMENT OF INDUSTRIAL RELATIONS (DIR)

CONTRACTOR REGISTRATION NUMBER FORM

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Department of Industrial Relations (DIR)
Contractor Registration Number

Beginning July 1, 2014, contractors must register with the Department of Industrial Relations (DIR) before bidding on public works contracts in California. For more information, please refer to this section of the Department of Industrial Relations Website:
http://www.dir.ca.gov/Public-Works/PublicWorks.html.

Per this requirement, provide the following information:

______________________________________________________________________ Contractor Name

Contractor Department of Industrial Relations Registration Number:

______________________________________________________________________ Expiration Date of Registration Number

*(THIS FORM MUST BE SUBMITTED WITH THE SEALED BID) *

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APPENDIX “C”

PROJECT LABOR AGREEMENT

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AGREEMENT NO. 4202 – LOS ANGELES/ORANGE

COUNTIES BUILDING AND CONSTRUCTION

TRADES COUNCIL AND THE SIGNATORY CRAFT

COUNCILS AND UNIONS

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APPENDIX “D”

LIST OF CATCH BASIN LOCATIONS

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FCD Location Street Name Nearest Cross Street Address Latitude Longitude CB ID No.

Grate opening, not connected to curb, ARS not possible
20 NE W OLYMPIC BLVD S 10TH ST 998 W OLYMPIC BLVD 34.007033 -118.111748 1969351 LACFCD NONE CPS
NONE Outlet is on floor, County may not allow CPS where outlet is on the floor of CB.

Grate opening, not connected to curb, ARS not possible
21 NE W OLYMPIC BLVD S PARK AVE 1330 W OLYMPIC BLVD 34.00798 -118.116175 1969356 LACFCD ARS / Trash Capture CPS NONE CPS may encroach into CB opening, greater than the 4in allowable. 22 SE W MADISON AVE VIA MIRAMONTE 2325 W MADISON AVE 34.017772 -118.126727 1969146 LACFCD ARS CPS NONE Outlet is on floor, County may not allow CPS where outlet is on the floor of CB. 23 SE W MADISON AVE N CONCOURSE AVE 2311 W MADISON AVE 34.017542 -118.125637 1969149 LACFCD ARS CPS NONE Outlet is on floor, County may not allow CPS where outlet is on the floor of CB. 24 NE MORRIS PL W MADISON AVE 300 MORRIS PL 34.017533 -118.1248 1969151 LACFCD ARS CPS NONE 25 SE W MADISON AVE N WILCOX AVE 2183 W MADISON AVE 34.017133 -118.123732 1969157 LACFCD ARS CPS NONE Outlet is on floor, County may not allow CPS where outlet is on the floor of CB. 26 NW N 20TH ST W MADISON AVE 301 N 20TH ST 34.016846 -118.121331 1969166 LACFCD ARS CPS NONE CPS may encroach into CB opening, greater than the 4in allowable, may not meet min wall clearance
27 SW W MADISON AVE N 18TH ST 1801 W MADISON AVE 34.016213 -118.119362 1969174 LACFCD ARS CPS NONE Outlet is on floor, County may not allow CPS where outlet is on the floor of CB. 28 NW N 18TH ST W MADISON AVE 301 N 18TH ST 34.016357 -118.119234 1969176 LACFCD ARS CPS
NONE CPS may encroach into CB opening, greater than the 4in allowable, may not meet min wall clearance
29 NWS S CONCOURSE AVE REPETTO AVE 257 S CONCOURSE AVE 34.014908 -118.126476 1969185 LACFCD ARS CPS NONE 30 NW N 21ST ST W WHITTER BLVD 101 N 21ST ST 34.013475 -118.123484 1969212 LACFCD ARS CPS NONE 31 NE W WHITTER BLVD N WILCOX AVE 2206 W WHITTER BLVD 34.013712 -118.124889 1969215 LACFCD NONE CPS ARS 32 SW W WHITTER BLVD S CONCOURSE AVE 2405 W WHITTER BLVD 34.014003 -118.127452 1969222 LACFCD ARS CPS NONE 33 NW ALLSTON ST S 22ND ST 2204 ALLSTON ST 34.012784 -118.124918 1969226 LACFCD ARS CPS NONE Outlet is on floor, County may not allow CPS where outlet is on the floor of CB. 34 NW N 19TH ST MEDFORD DR 141 S 19TH ST 34.011275 -118.121915 1969239 LACFCD ARS CPS NONE 35 NW S MAPLE AVE W WHITTIER BOULEVARD 101 N MAPLE AVE 34.012012 -118.116628 1969372 LACFCD ARS CPS
NONE CPS may encroach into CB opening, greater than the 4in allowable, may not meet min wall clearance
36 NE N MAPLE AVE W CLEVELAND AVE 200 N MAPLE AVE 34.013775 -118.115934 1969388 LACFCD ARS CPS NONE CPS may not meet min 4in wall clearance 37 NW N MAPLE AVE W CLEVELAND AVE 201 N MAPLE AVE 34.01381 -118.116082 1969390 LACFCD NONE CPS ARS 38 SCHOOLSIDE N MAPLE AVE W CLEVELAND AVE 199 N MAPLE AVE 34.013673 -118.116196 1969391 LACFCD NONE CPS ARS 39 NMID W VIA CORONA N GARFIELD AVE/N HAY ST 2644 W VIA CORONA 34.020837 -118.132978 1969495 LACFCD ARS CPS NONE Outlet is on floor, County may not allow CPS where outlet is on the floor of CB. 40 SCHOOLSIDE N MAPLE AVE W CLEVELAND AVE 201 N MAPLE AVE 34.01379 -118.116144 1969519 LACFCD NONE CPS ARS 41 SE JACMAR DR S MONTEBELLO BLVD 617 JACMAR DR 33.995829 -118.11491 1970024 LACFCD ARS CPS NONE 42 NW S MONTEBELLO BLVD JACMAR DR 857 S MONTEBELLO BLVD 33.996067 -118.115005 1970026 LACFCD ARS CPS NONE 43 ENS GREENWOOD AVE E WASHINGTON BLVD 870 GREENWOOD AVE 33.995301 -118.119109 1970077 LACFCD NONE CPS NONE Grate opening, not connected to curb, ARS not possible Total List of Catch Basin Locations

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FCD Location Street Name Nearest Cross Street Address Latitude Longitude CB ID No.

Served by FCD
CB
Owner Existing Device Device to be
Installed
Alternative
Device to be
Installed
Reason for No CPS installation
44 NE CHURCH RD TELEGRAPH RD 3185 CHURCH RD 33.98585 -118.133963 1970120 LACFCD NONE CPS NONE Grate opening, not connected to curb, ARS not possible 45 NW S TAYLOR AVE DATE ST 1145 S TAYLOR AVE 33.992032 -118.123839 1970132 LACFCD ARS CPS NONE 46 NE DATE ST S SPRUCE ST 834 DATE ST 33.990392 -118.120046 1970141 LACFCD NONE CPS ARS 47 NE GREENWOOD AVE DATE ST 1166 GREENWOOD AVE 33.9911 -118.121546 1970143 LACFCD ARS CPS NONE 48 NEEW TELEGRAPH RD GREENWOOD AVE 7529 TELEGRAPH RD 33.979209 -118.127666 1971008 LACFCD NONE CPS ARS 49 NE TELEGRAPH RD SLAUSON AVE 7875 TELEGRAPH RD 33.975008 -118.123387 1971044 LACFCD ARS CPS NONE Outlet is on floor, County does may allow CPS where outlet is on the floor of CB. 50 SW LINCOLN AVE N 1ST ST 101 LINCOLN AVE 34.019358 -118.097583 2022035 LACFCD ARS CPS NONE 51 SW E VICTORIA AVE LINCOLN AVE 649 E VICTORIA AVE 34.019397 -118.093183 2022052 LACFCD NONE CPS ARS CPS may encroach into CB opening, greater than the 4in allowable, steps may be in way of potential CPS and outlet
52 NW LINCOLN AVE E VICTORIA AVE 308 LINCOLN AVE 34.019717 -118.093079 2022055 LACFCD ARS CPS NONE 53 NMID LINCOLN AVE E VICTORIA AVE/N RAYWOOD AVE 320 LINCOLN AVE 34.019754 -118.092462 2022056 LACFCD ARS CPS NONE 54 ENM LINCOLN AVE RANCHO DR 732 LINCOLN AVE 34.020958 -118.089007 2022071 LACFCD ARS CPS NONE 55 SE N 2ND ST W MADISON AVE 244 N 2ND ST 34.01219 -118.100688 2022110 LACFCD ARS CPS NONE 56 SE E MADISON AVE POPLAR AVE 201 E MADISON AVE 34.0118 -118.09845 2022115 LACFCD ARS CPS NONE Total List of Catch Basin Locations Contd.

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APPENDIX “E”

MAP OF CATCH BASIN LOCATIONS

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MAP OF CATCH BASIN LOCATIONS

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APPENDIX “F”

PHOTOS OF CATCH BASIN LOCATIONS

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1968153

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1968181

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969386

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022084

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022085

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022211

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022212

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1968117

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1968118

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969246

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969249

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969295

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969296

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969301

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969303

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969305

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969310

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969317

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969350

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969351

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969356

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969146

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969149

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969151

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969157

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969166

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969174

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969176

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969185

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969212

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969215

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969222

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969226

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969239

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969372

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969388

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969390

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969391

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969495

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1969519

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1970024

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1970026

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1970077

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1970120

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1970132

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1970141

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1970143

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1971008

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 1971044

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022035

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022052

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022055

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022056

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022071

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022110

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PHOTOS OF CATCH BASIN LOCATIONS
CB ID No. 2022115

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Print Form
Revised 2011
Notice of Exemption Appendix E
To: Office of Planning and Research From: (Public Agency): City of Montebello

P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
County Clerk
1600 W. Beverly Boulevard
Montebello, CA 90640
County of: Los Angeles

(Address)
Project Title: Citywide Catch Basin Connector Pipe Screen Inserts Installation Project – CP 931 P
roject Applicant: City of Montebello
P
roject Location - Specific: 851 N WILCOX AVE , 2611 VIA CAMPO , 1546 W BEVERLY BLVD , 1927 W BEVERLY BLVD , 2200 W BEVERLY BLVD , 1315 W CLEVELAND AVE, 200 S PARK AVE, 1308 W CLEVELAND AVE, 100 S TAYLOR AVE, 451 S VAIL AVE, 450 S VAIL AVE , 1817 BLUFF RD, 648 RIO DEL SOL AVE, EAST NORTH CORNER REA PARK MIDDLE GRANT REA PARK, 712 RIO DEL SOL AVE, 752 RIO DEL SOL AVE, 2885 VIA CAMPO , 2886 VIA CAMPO , 1726 W OLYMPIC BLVD , 215 S VAIL AVE , 427 W MADISON AVE, 244 N 5TH ST , 517 W MADISON AVE , 300 N 6TH ST , 617 W MADISON AVE , 799 W MADISON AVE, 301 N SPRUCE ST, 834 W OLYMPIC BLVD, 998 W OLYMPIC BLVD, 1330 W OLYMPIC BLVD, 2325 W MADISON AVE, 2311 W MADISON AVE, 300 MORRIS PL, 2183 W MADISON AVE, 301 N 20TH ST, 1801 W MADISON AVE, 301 N 18TH ST, 257 S CONCOURSE AVE, 101 N 19TH ST, 101 N 21ST ST, 2206 W WHITTER BLVD, 2405 W WHITTER BLVD , 2204 ALLSTON ST, 141 S 19TH ST , 101 N MAPLE AVE, 200 N MAPLE AVE, 201 N MAPLE AVE, 199 N MAPLE AVE, 2644 W VIA CORONA, 201 N MAPLE AVE, 617 JACMAR DR, 857 S MONTEBELLO BLVD , 870 GREENWOOD AVE , 799 S VAIL AVE , 3185 CHURCH RD, 1145 S TAYLOR AVE, 834 DATE ST, 1166 GREENWOOD AVE, 7529 TELEGRAPH RD, 7825 TELEGRAPH RD, 7875 TELEGRAPH RD, 101 LINCOLN AVE , 649 E VICTORIA AVE, 308 LINCOLN AVE , 320 LINCOLN AVE , 732 LINCOLN AVE, 244 N 2ND ST, and 201 E MADISON AVE.

P
roject Location – City: Montebello Project Locations – County: Los Angeles Des
cription of Nature, Purpose and Beneficiaries of Project: Fabricate and install Connector Pipe Screen and Automatic Retractable Screens units on Los Angeles County’s catch basins.

N
ame of Public Agency Approving Project: City of Montebello Name of Person or Agency Carrying Out Project: Cesar Roldan, Director of Public Works Exempt Status: (check one):

Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a)); Emergency Project (Sec. 21080(b)(4); 15269(b)(c)); Categorical Exemption. State type and section number: 15301 Class 1 Statutory Exemptions. State code number:

Reasons why project is exempt: Exempt from the requirements of the California Environmental Quality Act (CEQA) pursuant to 14 California Code of Regulations § 15301 as a Class 1 categorical exemption (Existing Facilities).

Lead
Agency
Contact Person: Cesar Roldan Area Code/Telephone/Extension: 323-887-1462 If filed by applicant:

1. Attach certified document of exemption finding.

2. Has a Notice of Exemption been filed by the public agency approving the project? Yes No S
ignature: Date: February 26, 2025 Title : Director of Public Works Signed by Lead Agency Signed by Applicant
Authority cited: Sections 21083 and 21110, Public Resources Code. Date Received for filing at OPR:

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.

ATTACHMENT B

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Quantities
37 CPS, with Alternative 18 ARS
2 ARS, No Alternative
11 13
6 FCD Location Street Name Nearest Cross Street Address Latitude Longitude CB ID No.

Served by FCD
CB
Owner Existing Device Device to be
Installed
Alternative
Device to be
Installed
Notes
1 SWC N WILCOX AVE VIA DAVISO 851 N WILCOX AVE 34.030343 -118.126698 1968153 CITY ARS NONE NONE Sump condition, City-owned so proceeed with CPS 2 NE VIA CAMPO N WILCOX AVE 2611 VIA CAMPO 34.032867 -118.124848 1968181 LACFCD NONE CPS ARS 3 CH PL PS W BEVERLY BLVD W BEVERLY BLVD / N 16TH ST 1546 W BEVERLY BLVD 34.019487 -118.115616 1969030 CITY CPS NONE NONE Existing CPS 4 SE W BEVERLY BLVD N 20TH ST 1927 W BEVERLY BLVD 34.02005 -118.120028 1969089 CITY CPS/ARS NONE NONE Existing CPS 5 NW W BEVERLY BLVD N WILCOX AVE 2200 W BEVERLY BLVD 34.020947 -118.123253 1969103 CITY CPS/ARS NONE NONE Existing CPS 6 SW W CLEVELAND AVE N TAYLOR AVE 1315 W CLEVELAND AVE 34.013199 -118.113941 1969386 CITY ARS CPS NONE 7 E MID S PARK AVE LOS ANGELES AVE 200 S PARK AVE 34.009731 -118.116038 1969449 CITY CPS/ARS NONE NONE Existing CPS 8 N MID W CLEVELAND AVE N TAYLOR AVE/N NELSON PLACE 1308 W CLEVELAND AVE 34.013314 -118.113909 1969463 CITY CPS/ARS NONE NONE Existing CPS 9 SE S TAYLOR AVE W WHITTIER BLVD 100 S TAYLOR AVE 34.011106 -118.113942 1969487 CITY CPS/ARS NONE NONE Existing CPS 10 NW S VAIL AVE FERGUSON DR 451 S VAIL AVE 34.007623 -118.121371 1969492 CITY CPS/ARS NONE NONE Existing CPS 11 NE S VAIL AVE FERGUSON DR 450 S VAIL AVE 34.007598 -118.121214 1969493 CITY CPS/ARS NONE NONE Existing CPS 12 NW BLUFF RD SLAUSON AVE 1817 BLUFF RD 33.975883 -118.120157 1971113 CITY CPS/ARS NONE NONE Existing CPS 13 REAR RIO HONDO HORSE TRAIL VIA LA CIENEGA 648 RIO DEL SOL AVE 34.017628 -118.087787 2022084 LACFCD NONE CPS ARS 14 NE EAST NORTH CORNER REA PARK ACCESS TO RIO HONDO BIKE PATH EAST NORTH CORNER REA PARK 34.017554 -118.088178 2022085 LACFCD NONE CPS ARS 15 ON-SITE MIDDLE GRANT REA PARK ACCESS TO RIO HONDO BIKE PATH MIDDLE GRANT REA PARK 34.017684 -118.08893 2022086 LACFCD CPS NONE NONE Existing CPS 16 REAR RIO HONDO HORSE TRAIL VIA LA CIENEGA 712 RIO DEL SOL AVE 34.017991 -118.087264 2022211 LACFCD NONE CPS ARS 17 REAR RIO HONDO HORSE TRAIL RANCHO DR 752 RIO DEL SOL AVE 34.018898 -118.086035 2022212 LACFCD NONE CPS ARS 18 NE VIA CAMPO N GARFIELD AVE 2885 VIA CAMPO 34.032841 -118.129731 1968117 LACFCD NONE CPS ARS 19 SE VIA CAMPO N GARFIELD AVE 2886 VIA CAMPO 34.032683 -118.12966 1968118 LACFCD NONE CPS ARS 20 NW W OLYMPIC BLVD S 18TH ST 1726 W OLYMPIC BLVD 34.010139 -118.121244 1969246 LACFCD NONE CPS ARS 21 NW S VAIL AVE W OLYMPIC BLVD 215 S VAIL AVE 34.010052 -118.120041 1969249 LACFCD ARS CPS NONE 22 SE W MADISON AVE 5TH ST 427 W MADISON AVE 34.012922 -118.103731 1969295 LACFCD ARS NONE NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 23 SE N 5TH ST W MADISON AVE 244 N 5TH ST 34.012853 -118.103851 1969296 LACFCD ARS CPS NONE 24 SE W MADISON AVE N 6TH ST 517 W MADISON AVE 34.013135 -118.104773 1969301 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 25 NE N 6TH ST W MADISON AVE 300 N 6TH ST 34.013355 -118.104827 1969303 LACFCD ARS CPS NONE 26 SE W MADISON AVE N 7TH ST 617 W MADISON AVE 34.013362 -118.105846 1969305 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 27 SE W MADISON AVE N MONTEBELLO BLVD 799 W MADISON AVE 34.0135 -118.106495 1969310 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 28 NW N SPRUCE ST W MADISON AVE 301 N SPRUCE ST 34.014174 -118.108661 1969317 LACFCD ARS CPS NONE 29 NE W OLYMPIC BLVD S SPRUCE ST 834 W OLYMPIC BLVD 34.006812 -118.110702 1969350 LACFCD NONE ARS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 30 NE W OLYMPIC BLVD S 10TH ST 998 W OLYMPIC BLVD 34.007033 -118.111748 1969351 LACFCD NONE ARS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 31 NE W OLYMPIC BLVD S PARK AVE 1330 W OLYMPIC BLVD 34.00798 -118.116175 1969356 LACFCD ARS / Trash Capture NONE NONE CPS would encroach into CB opening, greater than the 4in allowable. 32 SE W MADISON AVE VIA MIRAMONTE 2325 W MADISON AVE 34.017772 -118.126727 1969146 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 33 SE W MADISON AVE N CONCOURSE AVE 2311 W MADISON AVE 34.017542 -118.125637 1969149 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 34 NE MORRIS PL W MADISON AVE 300 MORRIS PL 34.017533 -118.1248 1969151 LACFCD ARS CPS NONE 35 SE W MADISON AVE N WILCOX AVE 2183 W MADISON AVE 34.017133 -118.123732 1969157 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 36 NW N 20TH ST W MADISON AVE 301 N 20TH ST 34.016846 -118.121331 1969166 LACFCD ARS NONE NONE CPS would encroach into CB opening, greater than the 4in allowable, does not meet min wall clearance
37 SW W MADISON AVE N 18TH ST 1801 W MADISON AVE 34.016213 -118.119362 1969174 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 38 NW N 18TH ST W MADISON AVE 301 N 18TH ST 34.016357 -118.119234 1969176 LACFCD ARS NONE NONE CPS would encroach into CB opening, greater than the 4in allowable, does not meet min wall clearance
39 NWS S CONCOURSE AVE REPETTO AVE 257 S CONCOURSE AVE 34.014908 -118.126476 1969185 LACFCD ARS CPS NONE 40 NW N 19TH ST W WHITTER BLVD 101 N 19TH ST 34.013004 -118.121383 1969207 LACFCD CPS/ARS NONE NONE Existing CPS 41 NW N 21ST ST W WHITTER BLVD 101 N 21ST ST 34.013475 -118.123484 1969212 LACFCD ARS CPS NONE 42 NE W WHITTER BLVD N WILCOX AVE 2206 W WHITTER BLVD 34.013712 -118.124889 1969215 LACFCD NONE CPS ARS 43 SW W WHITTER BLVD S CONCOURSE AVE 2405 W WHITTER BLVD 34.014003 -118.127452 1969222 LACFCD ARS CPS NONE Total List of Catch Basin Locations
NO INSTALLATION (Other reason per County Standards)
LEGEND

INSTALL CPS
INSTALL ARS (Outlet on Floor, County Does not Allow CPS) NO INSTALLATION (Outlet on Floor, County Does not Allow CPS) NO INSTALLATION (CPS existing)

ATTACHMENT C

Page 324 of 394 ends

FCD Location Street Name Nearest Cross Street Address Latitude Longitude CB ID No.

Served by FCD
CB
Owner Existing Device Device to be
Installed
Alternative
Device to be
Installed
Reason for No CPS installation
44 NW ALLSTON ST S 22ND ST 2204 ALLSTON ST 34.012784 -118.124918 1969226 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 45 NW N 19TH ST MEDFORD DR 141 S 19TH ST 34.011275 -118.121915 1969239 LACFCD ARS CPS NONE 46 NW S MAPLE AVE W WHITTIER BOULEVARD 101 N MAPLE AVE 34.012012 -118.116628 1969372 LACFCD ARS NONE NONE CPS would encroach into CB opening, greater than the 4in allowable, does not meet min wall clearance
47 NE N MAPLE AVE W CLEVELAND AVE 200 N MAPLE AVE 34.013775 -118.115934 1969388 LACFCD ARS NONE NONE CPS would not meet min 4in wall clearance 48 NW N MAPLE AVE W CLEVELAND AVE 201 N MAPLE AVE 34.01381 -118.116082 1969390 LACFCD NONE CPS ARS 49 SCHOOLSIDE N MAPLE AVE W CLEVELAND AVE 199 N MAPLE AVE 34.013673 -118.116196 1969391 LACFCD NONE CPS ARS 50 NMID W VIA CORONA N GARFIELD AVE/N HAY ST 2644 W VIA CORONA 34.020837 -118.132978 1969495 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 51 SCHOOLSIDE N MAPLE AVE W CLEVELAND AVE 201 N MAPLE AVE 34.01379 -118.116144 1969519 LACFCD NONE CPS ARS 52 SE JACMAR DR S MONTEBELLO BLVD 617 JACMAR DR 33.995829 -118.11491 1970024 LACFCD ARS CPS NONE 53 NW S MONTEBELLO BLVD JACMAR DR 857 S MONTEBELLO BLVD 33.996067 -118.115005 1970026 LACFCD ARS CPS NONE 54 ENS GREENWOOD AVE E WASHINGTON BLVD 870 GREENWOOD AVE 33.995301 -118.119109 1970077 LACFCD NONE CPS ARS 55 NW S VAIL AVE BEACH ST 799 S VAIL AVE 34.002459 -118.124448 1970090 CITY CPS/ARS NONE NONE Existing CPS 56 NE CHURCH RD TELEGRAPH RD 3185 CHURCH RD 33.98585 -118.133963 1970120 LACFCD NONE CPS ARS 57 NW S TAYLOR AVE DATE ST 1145 S TAYLOR AVE 33.992032 -118.123839 1970132 LACFCD ARS CPS NONE 58 NE DATE ST S SPRUCE ST 834 DATE ST 33.990392 -118.120046 1970141 LACFCD NONE CPS ARS 59 NE GREENWOOD AVE DATE ST 1166 GREENWOOD AVE 33.9911 -118.121546 1970143 LACFCD ARS CPS NONE 60 NEEW TELEGRAPH RD GREENWOOD AVE 7529 TELEGRAPH RD 33.979209 -118.127666 1971008 LACFCD NONE CPS ARS 61 NWW TELEGRAPH RD SLAUSON AVE 7825 TELEGRAPH RD 33.97544 -118.123861 1971034 LACFCD CPS/ARS NONE NONE Existing CPS 62 NE TELEGRAPH RD SLAUSON AVE 7875 TELEGRAPH RD 33.975008 -118.123387 1971044 LACFCD ARS CPS NONE Outlet is on floor, County does not allow CPS where outlet is on the floor of CB. 63 SW LINCOLN AVE N 1ST ST 101 LINCOLN AVE 34.019358 -118.097583 2022035 LACFCD ARS CPS NONE 64 SW E VICTORIA AVE LINCOLN AVE 649 E VICTORIA AVE 34.019397 -118.093183 2022052 LACFCD NONE NONE NONE CPS would encroach into CB opening, greater than the 4in allowable, steps are in way of potential CPS and outlet
65 NW LINCOLN AVE E VICTORIA AVE 308 LINCOLN AVE 34.019717 -118.093079 2022055 LACFCD ARS CPS NONE 66 NMID LINCOLN AVE E VICTORIA AVE/N RAYWOOD AVE 320 LINCOLN AVE 34.019754 -118.092462 2022056 LACFCD ARS CPS NONE 67 ENM LINCOLN AVE RANCHO DR 732 LINCOLN AVE 34.020958 -118.089007 2022071 LACFCD ARS CPS NONE 68 SE N 2ND ST W MADISON AVE 244 N 2ND ST 34.01219 -118.100688 2022110 LACFCD ARS CPS NONE 69 SE E MADISON AVE POPLAR AVE 201 E MADISON AVE 34.0118 -118.09845 2022115 LACFCD ARS CPS NONE Total List of Catch Basin Locations Contd.

Page 325 of 394 ends

ITEM # 8

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: Cesar Roldan, Director of Public Works

SUBJECT: ACCEPTANCE OF THE MONTEBELLO CITY PARK BASEBALL FIELD RENOVATION PROJECT (CP NO. 928) – NOTICE OF COMPLETION

DATE: February 26, 2025

RECOMMENDATIONS:

It is recommended that the City Council:

1. Accept the Montebello City Park Baseball Field Renovation Project (CP No. 928) as completed by California Landscape & Design; and

2. Approve the final contract amount with California Landscape & Design for the construction of the Project in the amount of $969,068 including change orders; and

3. Approve the Final Total Project Budget (Attachment A); and

4. Authorize the City Clerk to execute, verify and file the Notice of Completion (Attachment B) with the Los Angeles County Registrar-Recorder; and

5. Authorize the release of the retention payment of $48,453 due to California Landscape & Design following the mandatory waiting period from the date the Notice of Completion is recorded; and

6. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The final project budget (Attachment A) includes the City Council’s previously approved budget amount of $839,876 for California Landscape & Design and outlines the total project expenditures of $969,068 -- which includes Change Orders #1 through #5. While the additional work exceeded the initial budget, it was necessary to address critical issues discovered once the project commenced.

The deteriorating twelve-foot chain-link fence was replaced to enhance and ensure safety

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during recreational use. The brittle irrigation system, which was leaking and lacked sufficient pressure to maintain the field, required replacement and repairs. Additionally, the existing concrete had to be demolished and poured to ensure compliance with the Americans with Disabilities Act (ADA). Lastly, chain-link fence gates were added to the baseball field dugouts for security.

To fund the project, staff allocated $451,150 in Measure A funds (Account No. 221-70- 720-6040.10, Measure A Local Parks & Recreation, Park Maintenance, Other Contract Services), $100,000 in Transportation Development Act (TDA) funds (Account No. 223- 99-7116, TDA Article 3, Improvements Other Than Building), and $288,725 in General Fund appropriations (Account No. 100-70-710-6040.10, General Fund, Parks & Recreation, Other Contract Services) -- $839,876 in total funding. The change orders required an additional $129,192 in funding to complete the project. Staff identified $79,192 in additional Measure A funding and $50,000 in General Fund appropriations to realize the closeout of the Montebello City Park Baseball Field Renovation Project (Attachment A). A budget amendment will not be required as staff had already allocated funds in the Fiscal Year 2024-25 budget that will not be spent and can be allocated to this project.

BACKGROUND/DISCUSSION:

On September 11, 2024, the City Council approved a $799,882 construction contract with California Landscape & Design. Additionally, City Council authorized the Director of Public Works to review and approve change orders within a 5% contingency ($39,994), bringing the total not-to-exceed project budget to $839,876 for the Montebello City Park Baseball Field Renovation Project (CP No. 928). As described above, additional change orders brought the total project cost to $969,068.

This project enhances safety and accessibility at the Montebello City Park baseball field through vital improvements. It revitalized the area by renovating the infield and outfield surfaces and replacing the dugouts, bleachers, irrigation systems, and fencing. The project was deemed to be substantially completed on February 18, 2025. The Construction Manager who was overseeing and inspecting the project determined that the project was completed satisfactorily and in compliance with the contract specifications.

It is recommended that the City Council accept the project as satisfactory and complete pursuant to Civil Code Section 3093. Upon acceptance of the project, staff will file the “Notice of Completion” with the Los Angeles County Recorder’s Office. Thirty-five (35) days after the recordation of the Notice of Completion by the LA County Recorder’s Office, the City will release all applicable bonds and the retention if no Stop Notices are filed.

ENVIRONMENTAL:

N/A

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ANALYSIS:

N/A

SUMMARY:

Staff is recommending that the City Council accept the Project as completed, approve the final Project budget and expenditures totaling $969,068 (including change orders), authorize the City Clerk to execute, verify and file the Notice of Completion with the Los Angeles County Registrar-Recorder and authorize the City Manager to release the retention payment due to California Landscape & Design following the mandatory thirty- five (35) day waiting period from the date the Notice of Completion is recorded.

ATTACHMENT(S)

1. Attachment A - Final Project Budget

2. Attachment B - Notice of Completion

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Project Expenses Final Cost
Invoice No. 1 $ 184,000.75
Invoice No. 2 (Includes Construction Change Orders No. 1 & 2) $ 151,389.67 Invoice No. 3 $ 199,814.45
Invoice No. 4 (Includes Construction Change Order No. 3 & Partial Construction Change Order No. 4) $ 295,066.71
Invoice No. 5 (Includes Partial Construction Change Order No. 4 & Construction Change Order No. 5) $ 90,342.84
Construction Change Order No.1- $26,000.00 (Installation of Irrigation Mainline) Construction Change Order No.2- $24,797.80 (Demolition & Installation of ADA Concrete) Construction Change Order No.3- $10,749.05 (Installation of Concrete Curb to hide footings) Construction Change Order No.4- $101,283.46 (Removal & Replacement of 12' Chain Fence) Construction Change Order No.5- $13,156.00 (Added Chain-Link Gates to Dugout for Security) Rention Payment $ 48,453.39
Total Project Cost: $ 969,067.81
Project Funding Budget Amount
Original Construction Contract (California Landscape & Design) - Awarded 9/11/24 City Council Meeting 799,882.00$
Construction Contingency 5% - Awarded 9/11/24 City Council Meeting 39,994.00$ Total Project Budget: 839,876$
Project Deficit: (129,191.81)$
$ 175,986.31
Montebello City Park Baseball Field Renovation (CP 928) Final Project Budget

ATTACHMENT A
Note: There is a project deficit of $129,191.81, staff identified funding from 221-70-720-6040.10 (Measure A, Local Parks & Recreation Park Maintenance Contract) for $79,191.81 and 100-70-700-6040.10 (General, Parks & Recreation, Contract Services Outside Contracts) for $50,000 to cover the deficit. Staff will work on a Change Purchase Order to include these funds to close out the project.

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RECORDING REQUESTED BYATTACHMENT B

CITY OF MONTEBELLO

AND WHEN RECORDED MAIL TO

NAME CITY OF MONTEBELLO

CITY CLERK
STREET1600 W Beverly Blvd.

ADDRESS
CITY Montebello,

STATE CA
ZIP90640

SPACE ABOVE LINE FOR RECORDERS USE
________________________________________________________________________________________________________________________________________________

NOTICE OF COMPLETION
Notice pursuant to Civil Code Section 3093, must be filed within 10 days after completion. (See reverse side for complete requirements.) Notice is hereby given that:

1. The undersigned is owner or corporate officer of the owner of the interest or estate stated below in the property hereinafter described:

2. The full name of the owner is City of Montebello

3. The full address of the owner is 1600 W Beverly Blvd., Montebello, CA 90640

4. The nature of the interest or estate of the owner is: in fee. (if other than Fee, strike “In fee” and insert, for example, “purchaser under contract of purchase”, or “lessee”)

5. The full names and full addresses of all persons, if any, who hold title with the undersigned as joint tenants or as tenants in common are:

NAMES ADDRESSES
_______________________________________________________________________________________________

6.The full names and addresses of the predecessors in interest of the undersigned, if the property was transferred subsequent to the commencement of the work or improvements herein referred to:

NAMES ADDRESSES
____________________________________________________________________________________________

7. A work of improvement on the property hereinafter described was completed on February 18, 2025. The general scope of work consisted of renovating the infield and outfield surfaces and replacing the dugouts, bleachers, irrigation systems, outfield turf, and fencing.

8. The name of the contractor, if any, for such work of improvement was California Landscape & Design.

September 11, 2024
(If no contractor for work of improvement as a whole, insert “None”) (Date of Contract)

9. The property on which said work of improvement was completed is in the City of Montebello County of Los Angeles, State of CA, and is described as follows: Montebello City Park Baseball Field Renovation Project (CP 928) Director of Public Works / City of Montebello___
(Signature of Owner or corporate officer of Owner named in paragraph 2, or his agent)

VERIFICATION
I, the undersigned, say: I am the City Clerk of the City of Montebello, the declarant of the foregoing Notice of Completion:

I have read said Notice of Completion and know the contents thereof; the same is true to my own knowledge. I declare under penalty of perjury that the foregoing is true and correct.

Executed on _________________, 2025 at City of Montebello, Montebello, CA __________________________________________________(Personal signature of the individual who is swearing that the contents of the Notice of Completion are true)

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DO NOT RECORD

REQUIREMENTS AS TO NOTICE OF COMPLETION
A notice of completion must be filed for record WITHIN 10 DAYS after completion of the work of improvement (to be computed exclusive of the day of completion), as provided in Civil Code Section 3093.

The “owner” who must file for record a notice of completion of a building or other work of improvement means the owner (or his successor in-interest at the date the notice is filed) on whose behalf the work was done, though his ownership is less than the fee title.

For example, if A is the owner in fee, and B, lessee under a lease, causes a building to be constructed, then B, or whoever has succeeded to his interest at the date the notice is filed, must file the notice.

If the ownership is in two or more persons as joint tenants or tenants is common, the notice may be signed by any one of the co-owners (in fact, the foregoing form is designed for giving of the notice by only one cotenant), but the names and addresses of the other co-owners must be stated in paragraph 5 of the form.

Note that any Notice of Completion signed by a successor in interest shall recite the names and addresses of his transferor or transferors.

In paragraphs 3, 5 and 6, the full address called for should include street number, city, county and state.

As to paragraphs 7 and 8, this form should be used only where the notice of completion covers the work of improvement as a whole. If the notice is to be given only of completion of a particular contract, where the work of improvement is made pursuant to two or more original contracts, then this form must be modified as follows: (1) Strike the words “A work of improvement” from paragraph 6 and insert a general statement of the kind of work done or materials furnished pursuant to such contract (e.g., “The foundations for the improvements”); (2) Insert the name of the contractor under the particular contract in paragraph 7.

In paragraph 8 of the notice, insert the name of the contractor for the work of improvement as a whole. No contractor’s name need be given if there is no general contractor, e.g., on so-called “owner-builder jobs.”
In paragraph 9, insert the full, legal description, not merely a street address or tax description. Refer to deed or policy of title insurance. If the space provided for description is not sufficient, a rider may be attached.

In paragraph 10, show the street address, if any, assigned to the property by any competent public or governmental authority.

This standard form covers most usual problems in the field indicated. Before you sign, read it, fill in all blanks, and make changes proper to your transaction. Consult a lawyer if you doubt the form’s fitness for your purpose.

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ITEM # 9

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: John Soria, Director

SUBJECT: APPROVE AMENDMENT NO. 1 TO PROFESSIONAL SERVICE AGREEMENT NO. 4180 WITH KIMLEY-HORN AND ASSOCIATES, INC.

TO EXTEND THE COMPLETION DATE FOR BUS STOP

IMPROVEMENT PROJECT CONSULTING SERVICES

DATE: February 26, 2025

RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve Amendment No. 1 to Professional Services Agreement No. 4180 (Agreement No. 4180) with Kimley-Horn and Associates, Inc. (Kimley-Horn & Assoc.), to extend the completion date for Bus Stop Improvement Project (BSIP) Consulting Services; and

2. Authorize the City Manager and/or his designee to execute Amendment No. 1 on behalf of the City of Montebello (City); and

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The recommended actions do not have a fiscal impact.

BACKGROUND/DISCUSSION:

On February 28, 2024, the City entered into Agreement No. 4180 (Attachment A) with Kimley-Horn & Assoc. to provide the City with Bus Stop Improvement Project (BSIP) Consulting Services. Kimley-Horn & Assoc. is providing an in-depth analysis of Montebello Bus Lines’ (MBL) bus stop infrastructure. This entails conducting a comprehensive survey and inventory of all bus stops within MBL’s transit system, while also providing design and amenity recommendations for potential improvements and

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associated costs.

The agreement’s initial term was for one (1) year, ending February 28, 2025. The BSIP includes a comprehensive summary of existing amenity conditions, Title VI methodology, and a demographic analysis across MBL’s system. It also features several custom bus stop typologies, and a section recommending amenity improvements based on the consultant’s analysis. Kimley-Horn & Assoc. structured the project around five (5) key tasks, each marking significant milestones within the project, as follows:

• Task 1: Bus Shelter Inventory
• Task 2: Design Recommendations
• Task 3: Amenity Recommendations
• Task 4: Bus Stop Assessment for BSIP
• Task 5: Plan and Design Development for Construction

Kimley-Horn & Assoc. provided the City with exceptional service throughout this period.

Over the past year, they have completed Tasks 1 – 2, and portions of Task 3. Task 1 consisted of providing MBL with an existing conditions assessment, and analyzing and categorizing current bus stops. This information was placed into a Geographic Information System (GIS) to better visualize and manage the data gathered by field surveyors. Task 2 involved utilizing the data from Task 1 to develop bus stop design standards that integrate into the current fixed route system. Currently, the consultant is working on Task 3, which will offer citywide bus stop enhancement recommendations tailored to each individual stop.

On February 4, 2025, Kimberly-Horn & Assoc. requested a no-cost contract extension (Attachment B) to properly execute the remaining tasks. This will ensure that MBL has a cemented bus shelter build-out plan in place that keeps MBL dedicated to providing superior transportation services. It is recommended that the City Council approve Amendment No. 1 (Attachment C) to Agreement No. 4180. Amendment No. 1 will exercise the option to extend the agreement for an additional four (4) months from February 28, 2025, to June 30, 2025, and ensure the continuity of service for BSIP Consulting Services.

ENVIRONMENTAL:

N/A

ANALYSIS:

N/A

SUMMARY:

Staff recommends the City Council approve Amendment No. 1 to Agreement No. 4180 with Kimley-Horn & Assoc., to extend the completion date for BSIP Consulting Services

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to June 30, 2025; authorize the City Manager and/or his designee to execute Amendment No. 1 on the City’s behalf; and take such additional, related, action that may be desirable.

ATTACHMENT(S)

1. Attachment A – Agreement No. 4180 with Kimley Horn & Assoc.

2. Attachment B – Kimberly Horn & Assoc. Contract Extension Request

3. Attachment C – Amendment No. 1 to Agreement No. 4180

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ATTACHMENT A

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1 kimley-horn.com 660 S. Figueroa St., Suite 2050; Los Angeles, CA 90017 213-261-4040 February 4, 2025
TO: Alfredo Machuca
Montebello Bus Lines (MBL)
400 S. Taylor St
Montebello, CA 90640
FROM: John Jackson IV, AICP
Kimley-Horn
660 S. Figueroa St., Suite 2050
Los Angeles, CA 90017
RE: Montebello Bus Lines Bus Stop Improvement Plan, Contract Extension Amendment Dear Mr. Machuca,
We are writing to request a no-cost contract extension amendment for the Montebello Bus Lines Bus Stop Improvement Plan (Contract Order # 4180). The reason for this request is to allow more time to complete the agreed upon scope of work due to unforeseen delays in the project schedule. Kimley-Horn is proposing extending the contract’s end date to June 30, 2025. Below is the schedule breakdown.

SCHEDULE CHANGES
Current

ATTACHMENT B

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2 kimley-horn.com 660 S. Figueroa St., Suite 2050; Los Angeles, CA 90017 213-261-4040

Proposed Remaining Schedule
Task Start Date Due Date

4. Bus Stop Assessment for Bus Stop
Improvement 2/14/25 3/30/25

4.1 Bus Stop Assessment and
Improvement Technical Memo 2/14/25 3/30/25

5. Plan and Design of Development
Phase/RFP Creation 4/1/25 5/31/25

5.1 Draft Bus Stop Plan and Design
RFP 4/1/25 5/1/25

5.2 Final Bus Stop Plan and Design
RFP 5/1/25 5/20/25

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3 kimley-horn.com 660 S. Figueroa St., Suite 2050; Los Angeles, CA 90017 213-261-4040

CLOSURE
If you approve the requested contract extension, please have an authorized person sign this Agreement below and return to us. We will commence completing the services after we have received a fully executed agreement.

We appreciate the opportunity to provide these services to you. Please contact me if you have any questions.

Very truly yours,

KIMLEY-HORN AND ASSOCIATES, INC.

John Jackson IV, AICP
Project Manager
2/4/2025
Gregory S. Kyle, AICP
Senior Vice President
2/4/2025

Montebello Bus Lines
SIGNED:

PRINTED NAME: __________________________
TITLE: ____________________________________
DATE: ___________________________________

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CITY OF MONTEBELLO
AMENDMENT NO. 1
TO AGREEMENT NO. 4180
WITH KIMLEY-HORN AND ASSOCIATES, INC.

T
his Amendment No. 1 to Agreement No. 4180 (“Amendment No. 1”) is made and entered into as of the 26th day of February 2025 (“Effective Date”), by and between the City of Montebello, a California municipal corporation duly organized and existing under the law of the State of California (“City”), and Kimley-Horn and Associates, Inc., an out of state corporation registered to do business in California, (“Contractor”). City and Contractor are sometimes hereinafter referred to collectively as the “Parties”.

RECITALS
WHEREAS, City and Contractor are Parties to that certain Contract Agreement No. 4180 to provide a detailed analysis of the entire MBL bus stop infrastructure by conducting a comprehensive survey and inventory of all bus stops within and beyond the City’s jurisdiction, while also providing design and amenity recommendations for potential improvements, including associated costs with an “Effective Date” of February 28, 2024 (“Agreement”), pursuant to which City contracted with Contractor to provide services as defined in the Agreement; and
W
HEREAS, on February 4th, 2025, Contractor submitted a formal Completion Date Extension Request (Exhibit A), to properly execute the remaining tasks; and W
HEREAS, Section 3 (“Term”); the Parties each being mutually satisfied with the other's performance thereof, hereby desire to extend the term of the Agreement to, and including, June 30
th, 2025, as authorized by Section 3 of the Agreement; and W
HEREAS, Section 25 (“Entire Agreement”) of the Agreement allows for amendments to the Agreement by a writing executed by the Parties; and NO
W, THEREFORE, based upon the foregoing recitals, which the Parties agree are true and correct, and for good and adequate consideration the receipt and adequacy of which is acknowledged by the Parties, the Parties agree as follows:

ENDMENT
S
ECTION 1. RECITALS. The above-referenced Recitals constitute a material part hereof and shall hereby be incorporated by reference.

ATTACHMENT C

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AMENDMENT NO. 1 TO AGREEMENT NO. 4180

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SECTION 2. EXTENSION OF TERM. Through this Amendment No. 1, the Parties hereto agree to extend the term of the Agreement from February 28, 2025, to June 30, 2025, as authorized under Section 3 of the Agreement.

SECTION 3. INCORPORATION OF REMAINING TERMS . Other than as expressly modified in this Amendment No. 1 with respect to the term of the Agreement, all remaining terms, conditions, and provisions of the Agreement, and the entirety thereof, shall remain in full force and effect, and is incorporated fully herein by this reference.

IN WITNESS WHEREOF, the Parties have executed this Amendment No. 1 to Agreement No. 4180 to provide a detailed analysis of the entire MBL bus stop infrastructure by conducting a comprehensive survey and inventory of all bus stops within and beyond the City’s jurisdiction, while also providing design and amenity recommendations for potential improvements, including associated costs as of the day and year first above written.

(“CITY”)

CITY OF MONTEBELLO, a California
municipal corporation

By:

Raul Alvarez, City Manager

(“CONTRACTOR”)

Kimley-Horn and Associates, Inc

By:

Gregory S. Kyle, AICP,
Senior Vice President

ATTEST:

By:

Christopher Jimenez, City Clerk

APPROVED AS TO FORM:

By:

Arnold M. Alvarez-Glasman,
City Attorney

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Exhibit “A”
CONTRACTOR’S COMPLETION DATE EXTENSION REQUEST

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1 kimley-horn.com 660 S. Figueroa St., Suite 2050; Los Angeles, CA 90017 213-261-4040

February 4, 2025

TO: Alfredo Machuca
Montebello Bus Lines (MBL)
400 S. Taylor St
Montebello, CA 90640
FROM: John Jackson IV, AICP
Kimley-Horn
660 S. Figueroa St., Suite 2050
Los Angeles, CA 90017
RE: Montebello Bus Lines Bus Stop Improvement Plan, Contract Extension Amendment

Dear Mr. Machuca,

We are writing to request a no-cost contract extension amendment for the Montebello Bus Lines Bus Stop Improvement Plan (Contract Order # 4180). The reason for this request is to allow more time to complete the agreed upon scope of work due to unforeseen delays in the project schedule. Kimley-Horn is proposing extending the contract’s end date to June 30, 2025. Below is the schedule breakdown.

SCHEDULE CHANGES
Current

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2 kimley-horn.com 660 S. Figueroa St., Suite 2050; Los Angeles, CA 90017 213-261-4040

Proposed Remaining Schedule
Task Start Date Due Date

4. Bus Stop Assessment for Bus Stop
Improvement 2/14/25 3/30/25

4.1 Bus Stop Assessment and
Improvement Technical Memo 2/14/25 3/30/25

5. Plan and Design of Development
Phase/RFP Creation 4/1/25 5/31/25

5.1 Draft Bus Stop Plan and Design
RFP 4/1/25 5/1/25

5.2 Final Bus Stop Plan and Design
RFP 5/1/25 5/20/25

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3 kimley-horn.com 660 S. Figueroa St., Suite 2050; Los Angeles, CA 90017 213-261-4040

We appreciate the opportunity to provide these services to you. Please contact me if you have any questions.

Very truly yours,

KIMLEY-HORN AND ASSOCIATES, INC.

John Jackson IV, AICP
Project Manager
2/4/2025
Gregory S. Kyle, AICP
Senior Vice President
2/4/2025

Montebello Bus Lines
SIGNED:

PRINTED NAME: __________________________
TITLE: ____________________________________
DATE: ___________________________________

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ITEM # 10

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: David Sosnowski, Director of Recreation and Community Services

SUBJECT: AUTHORIZATION TO SUBMIT AN APPLICATION FOR THE OUTDOOR

RECREATION LEGACY PARTNERSHIP GRANT PROGRAM

DATE: February 26, 2025

RECOMMENDATIONS:

It is recommended that the City Council:

1. Authorize submission of an application for the Outdoor Recreation Legacy Partnership Grant Program; and

2. Authorize the Director of Recreation and Community Services to conduct all negotiations and execute and submit documents reasonably-necessary for the completion of the awarded project; and

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The Outdoor Recreation Legacy Partnership ("ORLP") Grant Program is made available through the National Park Service. Round 8 of the program is currently accepting applications for park acquisition, park development, or park renovations. The City of Montebello would be required to provide a funding match amount of 50% of the total project cost. Staff is estimating the cost of the project to be $1,000,000, thus requiring a possible City match of at least $500,000. All non-federal (state, local, or private) sources are eligible for matching funds. Staff plan to maximize the usage of the City's Measure A Annual Allocation funds towards the required match -- with the possibility that all $500,000 in matching funds could come from Measure A. The goal of finding matching funds will be to utilize a funding source other than the General Fund. Staff will return with a detailed plan to fund the required match and/or request to amend the budget if the grant application is successful.

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BACKGROUND/DISCUSSION:

The ORLP Grant Program was established in 2014 and is funded through the Land and Water Conservation Fund. The program is administered through the National Park Service and involves two competitive layers. First, the California Department of Parks and Recreation's Office of Grants and Local Services ("OGALS") competitively reviews applications. Second, OGALS forwards selected applications to the National Park Service to compete in the nationwide competition.

The ORLP Grant Program aims to provide grant assistance to help economically disadvantaged urban communities with limited access to publicly available, close-by, outdoor recreation. ORLP funds can be used for the acquisition or development of new parks, or substantial renovations of an existing park.

Staff is proposing improvements to Reggie Rodriguez Park. Reggie Rodriguez Park is located in a census tract that is identified as a disadvantaged community by CalEPA's SB 535 Disadvantaged Communities tool. Therefore, the location qualifies as an eligible project for this grant program. The project proposal will include installation of a multi- purpose baseball and soccer field on the east side of the park in addition to renovation of existing basketball courts to allow for multi-purpose sports courts. Proposed improvements will additionally include lighting, irrigation, and landscaping.

The Reggie Rodriguez Park Specific Plan was developed as a part of the City's Parks Master Plan. The Specific Plan was developed utilizing community input and includes the recommendation to install a multi-purpose baseball and soccer field. There are currently no designated soccer fields at Reggie Rodriguez Park. The proposed project will allow for growth of current City programs and better accommodate the needs of the Community's Youth Sports Organizations.

Public outreach meetings and surveys completed for the Reggie Rodriguez Park Specific Plan as part of the Park Master Plan process fulfill the requirements of the grant for community outreach and improve the City's chances of being awarded this grant. The development of the Parks Master Plan and Specific Plan included outreach in the form of stakeholder/user group interviews, workshops, and surveys. Four virtual workshops were held, with one workshop focusing specifically on the Specific Plan development. Additionally, a statistically valid survey was mailed out to Montebello residents, an amenities survey was made available online to the public, and a survey specifically for Reggie Rodriguez Park was made available online to the public. Feedback received from all outreach efforts was taken into consideration for the development of the Reggie Rodriguez Pak Site Specific Plan which makes recommendations to install a multi-purpose baseball and soccer field, as well as renovation of the existing basketball courts.

ENVIRONMENTAL:

N/A

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ANALYSIS:

N/A

SUMMARY:

That the City Council authorize the submission of an application for the Outdoor Recreation Legacy Partnership Grant Program and authorize the Director of Recreation and Community Services to conduct negotiations and execute and submit all documents reasonably-necessary on behalf of the City to complete the awarded project.

ATTACHMENT(S)

None

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ITEM # 11

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: David Sosnowski, Director of Recreation and Community Services

SUBJECT: AUTHORIZATION TO SUBMIT AN APPLICATION FOR THE LA84

FOUNDATION GRANT PROGRAM

DATE: February 26, 2025

RECOMMENDATIONS:

It is recommended that the City Council:

1. Authorize the submission of an application for the LA84 Foundation Grant Program on behalf of the City of Montebello; and

2. Authorize the Director of Recreation and Community Services to conduct all negotiations and execute and submit documents reasonably-necessary for the completion of the awarded program; and

3. Take such additional, related action that may be desirable.

FISCAL IMPACT:

The LA84 Foundation currently has a competitive grant opportunity for learn to swim programming. The City of Montebello could potentially receive up to $15,000 in funding for the City’s aquatics program. The grant does not require any matching funds and would provide registration discounts for swimming lessons to the community.

BACKGROUND/DISCUSSION:

The LA84 Foundation aims to provide every Southern California child the opportunity to learn to swim. The goal of the program is to partner with swim lesson providers and water safety advocates across Southern California to support swimming lessons and educate children and their families on the importance of water safety and the value of learning to swim. The grants being offered are intended to augment existing programming.

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The City currently offers aquatics programming in the summer months at the George Hensel Aquatic Center. This includes swim lessons which are offered to all ages at varying skill levels. Lessons are available for morning and evening sessions. Through grant funding, the City aims to make swim lessons more easily accessible to the community by providing Level 1 and Level 2 swim lessons at a discounted rate of $25.00. Swim lessons are normally offered for a rate of $50.00.

In 2023, the City received $7,500 in grant funding from the LA84 Foundation. These funds provided 300 registration discounts to swim lesson participants. In 2024, the City received $10,000 in grant funding and provided 400 registration discounts to swim lesson participants. For the 2025 summer season, the City plans to request $15,000 in grant funding from the LA84 Foundation. This would potentially provide 600 registration discounts.

ENVIRONMENTAL:

N/A

ANALYSIS:

N/A

SUMMARY:

That the City Council authorize the submission of an application for the LA84 Foundation Grant Program and authorize the Director of Recreation and Community Services to conduct negotiations and execute and submit all documents reasonably-necessary on behalf of the City to complete the awarded project.

ATTACHMENT(S)

None

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ITEM # 12

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT

TO: Honorable Mayor and City Council Members

FROM: Raul Alvarez, City Manager

BY: John Soria, Director

SUBJECT: APPROVE INCREASING THE TOTAL NOT-TO-EXCEED AMOUNT FOR

BLANKET PURCHASE ORDERS ESTABLISHED WITH WAYNE

ELECTRIC COMPANY, AFTERMARKET PARTS COMPANY, LLC, AND

DARTCO TRANSMISSION SALES & SERVICES INC

DATE: February 26, 2025

RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve an increase to the total not-to-exceed amount, from $60,000 to $80,000, for a blanket purchase order (PO) with Wayne Electric Company (Wayne Electric), to purchase maintenance-related bus parts, for Fiscal Year 2024-25; and

2. Approve an increase to the total not-to-exceed-amount, from $200,000 to $385,000, for a blanket PO with Aftermarket Parts Company, LLC (Aftermarket Parts), to purchase maintenance-related bus parts, for FY 2024-25; and

3. Approve an increase to the total not-to-exceed-amount, from $49,000 to $70,000, for a blanket PO with Dartco Transmission Sales and Service inc. (Dartco), to purchase maintenance-related bus parts, for FY 2024-2025; and

4. Take such additional, related, action that may be desirable.

FISCAL IMPACT:

Sufficient funds are appropriated in the Transit Department's Fiscal Year 2024-25 adopted operating budget. Therefore, a budget amendment is not required as part of the recommended actions to increase not-to-exceed amounts for various blanket purchase orders. The table below details the allocated amounts and corresponding accounts for the purchase orders:

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CITY COUNCIL AGENDA REPORT - MEETING OF FEBRUARY 26, 2025

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BACKGROUND/DISCUSSION:

On July 24, 2024, the City Council approved establishing blanket purchase orders (PO) with Wayne Electric and Aftermarket Parts (Attachment A). These PO’s were established in accordance with Montebello Municipal Code (MMC) Section 3.20.050 – Conformance with bidding procedures, which outlines exceptions to the standard bidding and procurement procedures. Wayne Electric and Aftermarket Parts have been identified as direct or subcontracted suppliers of specific maintenance-related, original equipment manufacturer (OEM) parts, compatible with the Montebello Bus Lines’ (MBL) fleet of transit buses. In addition, staff conducted an informal quote process for bus transmissions to establish a blanket PO with Dartco under the City Manager’s purchasing authority (Attachment B).

Purchases from these vendors include, but are not limited to, maintenance-related parts as follows:
• Wayne Electric Company: EMP alternators, air conditioning compressors, toggle switches, fan drivers, farebox motors, pumps, and filters • Aftermarket Parts: headlights, fan control modules, clamps, windshield wipers, coolants, airbags, clutches, stabilizers, and thrust washers. • Dartco: bus transmissions

Moving into the latter half of the fiscal year, Transit maintenance is experiencing a steady increase in the demand for additional parts across operations. A key factor in the increase in demand for additional parts is the expanded use of Compressed Natural Gas (CNG) vehicles. Many of these vehicles are reaching the end of their warranty periods, resulting in a higher volume of repairs and maintenance needs. Additionally, inflation continues to push prices higher, as manufacturers face increased production costs and supply chain challenges.

These factors have contributed to an increase in back orders, creating longer lead times and impacting parts availabilities. Some outstanding orders from the previous fiscal year remain pending due to delays in manufacturing and distribution. As a result, it has become necessary to increase the not-to-exceed amounts for each of the aforementioned vendords to better manage the delays and ensure that Transit operations can adapt to the shifting demands and supply chain disruptions.

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CITY COUNCIL AGENDA REPORT - MEETING OF FEBRUARY 26, 2025

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ENVIRONMENTAL:

N/A

ANALYSIS:

N/A

SUMMARY:

Staff recommends that the City Council approve increasing to the total not-to-exceed amount, from $60,000 to $80,000, for a blanket PO with Wayne Electric, to purchase maintenance-related bus parts; increasing the total-not-to-exceed amount, from $200,000 to $385,000, for a blanket PO with Aftermarket Parts, to purchase maintenance-related bus parts; increasing the total not-to-exceed-amount, from $49,000 to $70,000, for a blanket PO with Dartco, to purchase maintenance-related bus parts; and direct staff to take such additional, related action that may be desirable. Sufficient appropriations exists in the Transit Department's operating and grant budgets for these additional expenses. Therefore, no budget amendment is necessary as part of the recommended actions.

ATTACHMENT(S)

1. Attachment A - Staff Report July 24, 2024, Item 27

2. Attachment B - Dartco Purchase Order

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ITEM # 27

CITY OF MONTEBELLO

CITY COUNCIL AGENDA STAFF REPORT
TO: Honorable Mayor and City Council Members
FROM: Raul Alvarez, City Manager
BY: John Soria, Acting Director
SUBJECT: APPROVE A BLANKET PURCHASE ORDER WITH AFTERMARKET

PARTS COMPANY LLC, AMERICAN MOVING PARTS LLC, CUMMINS
CAL PACIFIC LLC, INLAND KENWORTH, INC., AND WAYNE
HARMEIER, INC., FOR MAINTENANCE-RELATED BUS PARTS, FIRE

APPARATUS PARTS, AND VEHICLE FLEET PARTS
DATE: July 24, 2024
RECOMMENDATIONS:

It is recommended that the City Council:

1. Approve a blanket purchase order (PO) with the Aftermarket Parts Company, LLC (Aftermarket Parts), for a total not-to-exceed amount of Two Hundred Thousand Dollars ($200,000) to purchase maintenance-related bus parts for Fiscal Year 2024-25; and

2. Approve establishing a blanket PO with American Moving Parts, LLC (American Moving Parts), for the total not-to-exceed amount of One Hundred and Fifteen Thousand Dollars ($115,000) to purchase maintenance-related bus and fire apparatus parts for both Montebello Bus Lines (MBL) and the Montebello Fire Department (MFD) for FY 2024-25; and

3. Approve establishing a blanket PO with Cummins Cal Pacific, LLC (Cummins Pacific), for the total not-to-exceed amount of One Hundred and Fifteen Thousand Dollars ($115,000) to purchase maintenance-related bus and fleet parts for both MBL and the MFD for FY 2024-25; and

4. Approve establishing a blanket PO with Inland Kenworth Inc. (Inland Kenworth), for the total not-to-exceed amount of Seventy Thousand Dollars ($70,000), to purchase maintenance-related bus parts for FY 2024-25; and

5. Approve establishing a blanket PO with Wayne Harmeier, Inc. (dba Wayne Electric Company), for the total not-to-exceed amount of Sixty Thousand Dollars ($60,000), to purchase maintenance-related bus parts for FY 2024-25; and

ATTACHMENT A

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CITY COUNCIL AGENDA REPORT - MEETING OF JULY 24, 2024

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6. Take such additional, related, action that may be desirable.

FISCAL IMPACT:

Sufficient funds have been appropriated in the Fiscal Year 2024-25 adopted operating budget in the Transit Fund and General Fund (Fire Department), therefore no budget amendment is needed. Tables 1-5 detail the allocated amounts and corresponding account numbers as follows:

Table 1: Aftermarket Parts – Proposed PO Amount for FY 2024-25

Department Expense Account Proposed Amount
Transportation
Department
600-90-915-6080.50 $200,000
TOTAL $200,000

Table 2: American Moving Parts – Proposed PO Amount for FY 2024-25

Department Expense Account Proposed Amount
Fire Department 100-85-860-6080.30 $85,000
Transportation
Department
600-90-915-6080.50 $30,000
TOTAL $115,000

Table 3: Cummins Pacific – Proposed PO Amount for FY 2024-25

Department Expense Account Proposed Amount
Fire Department 100-85-860-6080.30 $60,000
Transportation
Department
600-90-915-6080.50 $55,000
TOTAL $115,000

Table 4: Inland Kenworth – Proposed PO Amount for FY 2024-25

Department Expense Account Proposed Amount
Transportation Department 600-90-915-6080.50 $70,000
TOTAL $70,000

Table 5: Wayne Electric Company – Proposed PO Amount for FY 2024-25

Department Expense Account Proposed Amount
Transportation Department 600-90-915-6080.50 $60,000
TOTAL $60,000

BACKGROUND/DISCUSSION:

The City of Montebello operates Montebello Bus Lines (MBL) with a fleet of sixty-six (66)

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CITY COUNCIL AGENDA REPORT - MEETING OF JULY 24, 2024

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transit buses, ten (10) relief vehicles, and four (4) supervisor vehicles that require regular maintenance. The most efficient and cost-effective way to purchase replacement bus, fire apparatus, and vehicle fleet parts is to establish blanket purchase orders with the primary companies that supply these maintenance-related parts. For FY 2024-25, staff will use procurement methods such as sole-source and piggyback to strengthen the City’s financial processes and ensure its competitive and non-competitive contracting practices are in accordance with the Montebello Municipal Code (MMC) Section 3.20 – Purchasing System. The sole-source procurement method will be used to make purchases including, but not limited to, maintenance-related parts as follows:
• Aftermarket Parts: headlights, fan control modules, clamps, windshield wipers, coolants, airbags, clutches, stabilizers, and thrust washers. • American Moving Parts: engines, brake kits, air dryer cartridge kits, cables, filters, transmission drums, wheel linings, and sensor replacements. • Cummins Pacific: spark plug kits, fan supports, ignition coils, engine rods, electronic control modules, engine wiring harnesses, and water pumps. • Inland Kenworth: valves, relays, hoses, seals, cylinder heads, tubes, engine control modules, engine in-frame kits, coil extensions, and sensors. • Wayne Electric Company: EMP alternators, air conditioning compressors, toggle switches, fan drivers, farebox motors, pumps, and filters

MMC Section 3.20.050 – Conformance with bidding procedures, outlines exceptions to the formal and open market bidding and procurement procedures detailed in the MMC.

The vendors listed have been identified as direct or sub-contracted suppliers of specific maintenance-related, original equipment manufacturer (OEM) parts, compatible with both MBL and Fire Department's fleet. Staff recommends that the City Council approve establishing a blanket PO specific to the vendors listed in accordance with MMC Section

3.20.050(B), which allows the procurement of parts and equipment from identified sole- source and/or single source vendors to ensure the continued operation of MBL and MFD.

Once approved, staff will complete a Sole Source Declaration form (Attachment A) as written record for each vendor.

ENVIRONMENTAL:

N/A

ANALYSIS:

N/A

SUMMARY:

Staff recommends that the City Council approve establishing a blanket PO with Aftermarket Parts for a total not-to-exceed amount of Two Hundred Thousand Dolalrs ($200,000) to purchase maintenance-related bus parts for FY 2024-25; approve establishing a blanket PO with American Moving Parts for a total not-to-exceed amount of One Hundred Fifteen Thousand Dollars ($115,000) to purchase maintenance-related

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CITY COUNCIL AGENDA REPORT - MEETING OF JULY 24, 2024

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bus and fire apparatus parts for both MBL and the MFD for FY 2024-25; approve establishing a blanket PO with Cummins Pacific for a total not-to-exceed amount of One Hundred Fifteen Thousand Dollars ($115,000) to purchase maintenance-related bus and fleet parts for MBL and the MFD for FY 2024-25; approve establishing a blanket PO with Inland Kenworth for a total not-to-exceed amount of Seventy Thousand Dollars ($70,000) to purchase maintenance-related bus parts for FY 2024-25; approve establishing a blanket PO with Wayne Electric Company for a total not-to-exceed amount of Sixty Thousand Dollars ($60,000), to purchase maintenance-related bus parts for FY 2024-25; and take such additional, related, action that may be desirable. Sufficient funding has been included in the Transit and Fire Departments' FY 2024-25 budgets for these expenses, therefore no budget amendment is needed as part of the recommended actions.

ATTACHMENT(S)

1. Attachment A - Sole Source Declaration Form

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ATTACHMENT B

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ITEM # 13
PAYMENT OF BILLS: ADOPT RESOLUTION NO. 25-18 APPROVING THE CITY WARRANT REGISTER OF DEMANDS DATED FEBRUARY 26, 2025

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RESOLUTION NO. 25-18

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF MONTEBELLO

APPROVING AND ALLOWING CERTAIN CLAIMS AND DEMANDS

NOW, THEREFORE , T HE CITY COUN CIL OF THE CITY OF MONTEBELLO HEREBY RESOLVES, FINDS, AND DECLARES AS FOLLOWS:

SECTION 1. Th at t he referen ce i s hereb y ma de t o tha t certai n Regist er of Audited Demand No.1588, consisting of 7 pages, and including:

Warrant No.

General: Check No. 606098 through 606227
ACH No. 7977 through 8066
On file in the office of the City Clerk, the same having been audited and approved by the Assistant Director of Finance as required by law.

SECTION 2. That the said City Council having examined each such demand does hereby approve and direct the payment of same, as set forth in said Register, except the following Warrant No.
______________________________
______________________________
______________________________
SECTION 3. That the City Clerk shall certify to the passage and adoption of this Resolution and that the same shall be in full force and effect.

APPROVED AND ADOPTED THIS 26TH DAY OF FEBRUARY 2025.
_______________________________
Salvador Melendez, Mayor
ATTEST: APPROVED AS TO FORM:
_______________________ ________________________________ Christopher Jimenez, City Clerk
Arnold M. Alvarez-Glasman, City Attorney

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RESOLUTION NO. 25-18

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• Exhibit A – Warrant Register

STATE OF CALIFORNIA )
COUNTY OF LOS ANGELES ) SS:

CITY OF MONTEBELLO )
I, Christopher Jimenez, City Clerk of the City of Montebello, County of Los Angeles, State of California, hereby certify that the foregoing Resolution No. 25-18 was passed and adopted by the City Council of the City of Montebello, signed by the Mayor and attested by the City Clerk at a regular meeting of said Council held on the 26th day of February 2025 and that said Resolution was adopted by the following vote, to- wit:

AYES:

NOES:

ABSTAIN:

ABSENT:

The undersigned, City Clerk of the City of Montebello, does hereby attest and certify that the foregoing Resolution is a true, full, and correct copy of a resolution duly adopted at a meeting of said City which was duly convened and held on the date stated thereon, and that said document has not been amended, modified, repealed or rescinded since its date of adoption and is in full force and effect as of the date hereof.

DATE: __
Christopher Jimenez, City Clerk

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EXHIBIT A
DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME
7977 02/06/2025 $58.38 FUEL 3163 BANK OF AMERICA
7978 02/06/2025 $354.29 SUPPLIES 3163 BANK OF AMERICA
7979 02/06/2025 $546.84 TRAINING 3163 BANK OF AMERICA
7980 02/06/2025 $196.22 FUEL 3163 BANK OF AMERICA
7981 02/06/2025 $84.65 SUPPLIES 3163 BANK OF AMERICA
7982 02/06/2025 $186.35 SUPPLIES 3163 BANK OF AMERICA
7983 02/06/2025 $137.76 ADVERTISING/PRINTING SERVICES 3163 BANK OF AMERICA 7984 02/06/2025 $3,565.92 PERMITS AND FEES 3163 BANK OF AMERICA 7985 02/06/2025 $570.90 DUES & SUBSCRIPTIONS 3163 BANK OF AMERICA 7986 02/06/2025 $1,000.00 TRAVEL & MEETINGS 3163 BANK OF AMERICA 7987 02/06/2025 $2,178.21 SUPPLIES 3163 BANK OF AMERICA 7988 02/06/2025 $957.62 TRAINING 3163 BANK OF AMERICA
7989 02/06/2025 $973.65 MACHINERY & EQUIPMENTS 3163 BANK OF AMERICA 7990 02/06/2025 $1,939.76 SUPPLIES 3163 BANK OF AMERICA 7991 02/06/2025 $3,803.34 TRAINING 3163 BANK OF AMERICA 7992 02/06/2025 $431.55 SUPPLIES 3163 BANK OF AMERICA
7993 02/06/2025 $42.25 TRAVEL & MEETINGS 3163 BANK OF AMERICA 7994 02/06/2025 $463.31 SUPPLIES 3163 BANK OF AMERICA
7995 02/06/2025 $1,721.00 FRINGE BENEFITS 37550 CALIFORNIA EMPLOYMENT DEVELOPMENT DEPT 7996 02/06/2025 $800.00 ADVERTISING/PRINTING SERVICES 1293 923 MEDIA GROUP INC 7997 02/06/2025 $5,672.65 UNIFORM EXPENSE 20350 ALLSTAR FIRE EQUIPMENT INC 7998 02/06/2025 $68,234.01 CONTRACT SERVICES 16120 ALVAREZ-GLASMAN & COLVIN 7999 02/06/2025 $6,746.89 SUPPLIES 2586 AMAZON CAPITAL SERVICES INC 8000 02/06/2025 $4,268.60 VEHICLE MAINTENANCE/EXPENSES 47980 AMERICAN MOVING PARTS 8001 02/06/2025 $500.00 MACHINERY & EQUIPMENTS 72 COGRAN SYSTEMS LLC 8002 02/06/2025 $887.37 FUEL 962 MO DION & SONS INC
8003 02/06/2025 $1,041.22 CONTRACT SERVICES 3982 EVERNORTH CARE SOLUTIONS, INC. 8004 02/06/2025 $35,686.59 CONTRACT SERVICES 75950 FIESTA TAXI COOPERATIVE INC 8005 02/06/2025 $7,188.00 CONTRACT SERVICES 3100 HOOTSUITE INC 8006 02/06/2025 $22,343.53 COPIER REPAIR/SERVICES 2793 IBE DIGITAL 8007 02/06/2025 $24,237.66 MACHINERY & EQUIPMENTS 26080 L.N. CURTIS AND SONS 8008 02/06/2025 $5,550.86 SUPPLIES 26670 LIFE-ASSIST INC 8009 02/06/2025 $7,310.00 CONTRACT SERVICES 19040 MUNICIPAL CONTRACT ADMINISTRATORS INC General Account
WARRANT #
City of Montebello
Register of Demands No. 1588
From Payment Date 01/31/25 - To Payment Date 02/13/25

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EXHIBIT A
DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME
General Account
WARRANT #
City of Montebello
Register of Demands No. 1588
From Payment Date 01/31/25 - To Payment Date 02/13/25
8010 02/06/2025 $44,150.40 CONTRACT SERVICES 42180 PCAM LLC DBA PARKING COMPANY OF AMERICA 8011 02/06/2025 $2,500.00 CONTRACT SERVICES 13680 PEERY & ASSOCIATES INC 8012 02/06/2025 $1,577.21 TRAVEL & MEETINGS 3114 SCARLET PERALTA 8013 02/06/2025 $12,916.67 CONTRACT SERVICES 3191 RL CONTROLS LLC 8014 02/06/2025 $20,833.33 MISCELLANEOUS EXPENSE 4761 TREND SPORTS II LLC 8015 02/06/2025 $11,633.28 CONTRACT SERVICES 3133 ULTIMATE MAINTENANCE SERVICE 8016 02/06/2025 $429.74 CONTRACT SERVICES 57140 UNDERGROUND SERVICE ALERT OF SOUTHERN CA 8017 02/06/2025 $10,473.75 UNIFORM EXPENSE 3066 V & V MANUFACTURING INC 8018 02/06/2025 $619.68 SUPPLIES 3088 WAXIE SANITARY SUPPLY 8019 02/06/2025 $320.00 CONTRACT SERVICES 328 WRITER ANNE COMMUNICATIONS 8020 02/06/2025 $1,300.00 CONTRACT SERVICES 71170 YOUNG ELECTRIC SIGN COMPANY 8021 02/13/2025 $277.97 DUES & SUBSCRIPTIONS 3163 BANK OF AMERICA 8022 02/13/2025 $895.47 TRAINING 3163 BANK OF AMERICA
8023 02/13/2025 $144.02 SUPPLIES 3163 BANK OF AMERICA
8024 02/13/2025 $141.27 ADVERTISING/PRINTING SERVICES 3163 BANK OF AMERICA 8025 02/13/2025 $234.93 DUES & SUBSCRIPTIONS 3163 BANK OF AMERICA 8026 02/13/2025 $54.49 SUPPLIES 3163 BANK OF AMERICA
8027 02/13/2025 $1,571.85 ADVERTISING/PRINTING SERVICES 3163 BANK OF AMERICA 8028 02/13/2025 $71.16 SUPPLIES 3163 BANK OF AMERICA
8029 02/13/2025 $150.00 TRAINING 3163 BANK OF AMERICA
8030 02/13/2025 $27.00 TRAVEL & MEETINGS 3163 BANK OF AMERICA 8031 02/13/2025 $2,256.94 SUPPLIES 3163 BANK OF AMERICA 8032 02/13/2025 $68.24 SUPPLIES 3163 BANK OF AMERICA
8033 02/13/2025 $576.51 SUPPLIES 3163 BANK OF AMERICA
8034 02/13/2025 $270.14 TRAINING 3163 BANK OF AMERICA
8035 02/13/2025 $30.31 SUPPLIES 3163 BANK OF AMERICA
8036 02/13/2025 $718.20 SUPPLIES 3163 BANK OF AMERICA
8037 02/13/2025 $578.83 SUPPLIES 3163 BANK OF AMERICA
8038 02/13/2025 $316.90 SUPPLIES 3163 BANK OF AMERICA
8039 02/13/2025 $661.11 SUPPLIES 3163 BANK OF AMERICA
8040 02/13/2025 $460.35 SUPPLIES 3163 BANK OF AMERICA
8041 02/13/2025 $112.23 SUPPLIES 3163 BANK OF AMERICA
8042 02/13/2025 $95.85 SUPPLIES 3163 BANK OF AMERICA
8043 02/13/2025 $1,440.00 RETIREMENT 3730 AT RETIREMENT SERVICES LLC 8044 02/13/2025 $530.00 PENSION/RETIREMENT PAYABLE 17 CAL PERS

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EXHIBIT A
DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME
General Account
WARRANT #
City of Montebello
Register of Demands No. 1588
From Payment Date 01/31/25 - To Payment Date 02/13/25
8045 02/13/2025 $604,407.67 PENSION/RETIREMENT PAYABLE 17 CAL PERS 8046 02/13/2025 $29,044.23 PENSION/RETIREMENT PAYABLE 17 CAL PERS 8047 02/13/2025 $398,976.35 PENSION/RETIREMENT PAYABLE 17 CAL PERS 8048 02/13/2025 $412,155.18 PENSION/RETIREMENT PAYABLE 17 CAL PERS 8049 02/13/2025 $396,430.24 PENSION/RETIREMENT PAYABLE 17 CAL PERS 8050 02/13/2025 $504,825.62 PERS GROUP INSURANCE PAYABLE 17 CAL PERS 8051 02/13/2025 $7,575.94 SUPPLIES 2586 AMAZON CAPITAL SERVICES INC 8052 02/13/2025 $2,836.03 VEHICLE MAINTENANCE/EXPENSES 47980 AMERICAN MOVING PARTS 8053 02/13/2025 $600.00 CONTRACT SERVICES 2365 LETICIA TORRES 8054 02/13/2025 $85,083.03 CONTRACT SERVICES 3016 ANTARES GOLF LLC 8055 02/13/2025 $389,426.40 CONTRACT SERVICES 40970 ARAKELIAN ENTERPRISES 8056 02/13/2025 $275.63 ADVERTISING/PRINTING SERVICES 35980 SAEED RADMEHR 8057 02/13/2025 $247.96 MACHINERY & EQUIPMENTS 4617 CDCE INC 8058 02/13/2025 $2,850.89 SUPPLIES 10000 CLEAN SWEEP SUPPLY CO INC 8059 02/13/2025 $34.00 CONTRACT SERVICES 23660 DAIOHS USA 8060 02/13/2025 $2,154.26 CONTRACT SERVICES 371 FLO-SERVICES INC 8061 02/13/2025 $130,956.28 MACHINERY & EQUIPMENTS 2793 IBE DIGITAL 8062 02/13/2025 $11,308.20 CONTRACT SERVICES 3490 INTER-CON SECUIRTY SYSTEMS INC 8063 02/13/2025 $24.26 CONTRACT SERVICES 1612 JCL TRAFFIC SERVICES 8064 02/13/2025 $7,450.00 CONTRACT SERVICES 4479 KAT CONSULTING SERVICES LLC 8065 02/13/2025 $1,133.35 SUPPLIES 31270 STARBOARD TACK SUPPLY INC 8066 02/13/2025 $3,106.48 SUPPLIES 3088 WAXIE SANITARY SUPPLY ACH TOTAL $3,319,019.21
606098 02/06/2025 $4,166.66 CONTRACT SERVICES 3557 ADVOCATE INC 606099 02/06/2025 $3,207.22 TRAINING 859 ALTEC INDUSTRIES INC 606100 02/06/2025 $217.61 UTILITY SERVICES 39550 AT&T
606101 02/06/2025 $4,065.08 UTILITY SERVICES 1732 AT&T CORP 606102 02/06/2025 $144,589.29 CONTRACT SERVICES 2589 AXON ENTERPRISE INC 606103 02/06/2025 $19,560.00 CONTRACT SERVICES 4831 BOWMAN CONSULTING GROUP LTD 606104 02/06/2025 $500.00 CONTRACT SERVICES 4312 BURKE, WILLIAMS & SORENSEN, LLP 606105 02/06/2025 $100.00 DUES & SUBSCRIPTIONS 11000 CALIFORNIA ASSOCIATION OF CODE ENFORCEMENT OFFICERS 606106 02/06/2025 $307.08 DUES & SUBSCRIPTIONS 41840 CALIFORNIA PARK AND RECREATION SOCIETY (CPRS) 606107 02/06/2025 $477.70 UTILITY SERVICES 47580 CALIFORNIA WATER SERVICE COMPANY 606108 02/06/2025 $2,500.00 TRAINING 855 CAREER SURVIVAL GROUP

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EXHIBIT A
DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME
General Account
WARRANT #
City of Montebello
Register of Demands No. 1588
From Payment Date 01/31/25 - To Payment Date 02/13/25
606109 02/06/2025 $13,852.34 UTILITY SERVICES 19120 CENTRAL BASIN MUNICIPAL WATER DISTRICT 606110 02/06/2025 $5.14 SAFETY PROGRAM 1294 CINTAS CORPORATION NO 2 606111 02/06/2025 $63.01 CONTRACT SERVICES 36870 CINTAS CORPORATION NO 3 606112 02/06/2025 $7,315.00 TRAINING 696 CITY OF LOS ANGELES 606113 02/06/2025 $279.79 TRAINING 4736 JOE DE LA TORRE 606114 02/06/2025 $2,000.00 CONTRACT SERVICES 4420 DF POLYGRAPH 606115 02/06/2025 $8,222.64 VEHICLE MAINTENANCE/EXPENSES 3501 FAILSAFE TESTING LLC 606116 02/06/2025 $19,499.85 VEHICLE MAINTENANCE/EXPENSES 4245 FIRE APPARATUS SOLUTIONS 606117 02/06/2025 $100.80 VEHICLE MAINTENANCE/EXPENSES 29160 FORD OF MONTEBELLO 606118 02/06/2025 $16,847.78 UNIFORM EXPENSE 55650 GALLS LLC 606119 02/06/2025 $7,400.00 CONTRACT SERVICES 4591 GEORGE HILLS COMPANY 606120 02/06/2025 $4,508.44 VEHICLE MAINTENANCE/EXPENSES 33720 GILLIG LLC 606121 02/06/2025 $12.80 CONTRACT SERVICES 4637 GLOBAL INTERPRETING NETWORK INC 606122 02/06/2025 $854.81 CONTRACTORS 4890 GO PERMITS
606123 02/06/2025 $410.74 CONTRACT SERVICES 33460 GOODYEAR TIRE & RUBBER COMPANY 606124 02/06/2025 $5,291.08 VEHICLE MAINTENANCE/EXPENSES 3914 GRAFIX SYSTEMS 606125 02/06/2025 $365.86 CONTRACT SERVICES 3036 HERITAGE-CRYSTAL CLEAN LLC 606126 02/06/2025 $1,157.70 CONTRACT SERVICES 4550 HOWROYD-WRIGHT EMPLOYMENT AGENCY INC 606127 02/06/2025 $1,320.50 VEHICLE MAINTENANCE/EXPENSES 30190 IB AUTO PARTS INC 606128 02/06/2025 $1,200.00 CONTRACT SERVICES 4581 INCOMPLI INC 606129 02/06/2025 $102,344.00 CONTRACT SERVICES 4845 INFRASTRUCTURE ARCHITECTS, INC 606130 02/06/2025 $1,924.11 MACHINERY & EQUIPMENTS 993 IVA SOLUTIONS INC 606131 02/06/2025 $386.54 DUES & SUBSCRIPTIONS 43680 JJ KELLER & ASSOCIATES INC 606132 02/06/2025 $950.00 VEHICLE MAINTENANCE/EXPENSES 4484 JOSE CAMACHO DBA JOE'S AUTO UPHOLSTERY 606133 02/06/2025 $1,163.69 MACHINERY & EQUIPMENTS 4422 KNIGHT TECHNOLLOGY GROUP 606134 02/06/2025 $960.90 CONTRACT SERVICES 3035 LA COUNTY SHERIFF'S DEPARTMENT 606135 02/06/2025 $1,240.00 TRAINING 2410 LOS ANGELES COUNTY DEPT OF HEALTH SERVICES 606136 02/06/2025 $886.60 PERMITS AND FEES 56850 LOS ANGELES COUNTY FIRE DEPARTMENT 606137 02/06/2025 $2,489.00 PERMITS AND FEES 56850 LOS ANGELES COUNTY FIRE DEPARTMENT 606138 02/06/2025 $1,047.39 MACHINERY & EQUIPMENTS 4518 LUMINATOR TECHNOLOGY GROUP GLOBAL LLC 606139 02/06/2025 $1,500.00 EDUCATION REIMBURSEMENT 4896 ALFREDO MACHUCA 606140 02/06/2025 $169.60 CONTRACTORS 16170 MARAVILLA FOUNDATION 606141 02/06/2025 $250.00 GENERAL GOVERNMENT 4897 JOSE MARISCAL 606142 02/06/2025 $31,382.85 AFLAC OTHER 4336 METROPOLITAN LIFE INSURANCE COMPANY 606143 02/06/2025 $1,048.12 TRAINING 790 CITY OF MONTEBELLO PETTY CASH

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EXHIBIT A
DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME
General Account
WARRANT #
City of Montebello
Register of Demands No. 1588
From Payment Date 01/31/25 - To Payment Date 02/13/25
606144 02/06/2025 $16,487.24 UTILITY SERVICES 4760 MONTEBELLO LAND & WATER CO 606145 02/06/2025 $1,821.60 MACHINERY & EQUIPMENTS 450 MUNICIPAL EMERGENCY SERVICES INC. 606146 02/06/2025 $143.08 VEHICLE MAINTENANCE/EXPENSES 2480 SOCAL AUTO & TRUCK PARTS INC 606147 02/06/2025 $228.07 SUPPLIES 15620 OFFICE DEPOT INC 606148 02/06/2025 $7,384.93 CONTRACT SERVICES 4548 OWEN WALSTEAD LLC 606149 02/06/2025 $3,678.08 SUPPLIES 2490 PRIMEX CLINICAL LABORATORIES INC 606150 02/06/2025 $268.41 SUPPLIES 56260 PRUDENTIAL OVERALL SUPPLY 606151 02/06/2025 $250.00 GENERAL GOVERNMENT 4891 JOSE ROMERO 606152 02/06/2025 $6,489.65 VEHICLE MAINTENANCE/EXPENSES 3095 RUSH TRUCK CENTERS OF CALIFORNIA INC 606153 02/06/2025 $1,017.00 UTILITY SERVICES 14730 SAN GABRIEL VALLEY WATER CO 606154 02/06/2025 $1,385.00 CONTRACT SERVICES 4173 SHIELD PEST MANAGEMENT LLC 606155 02/06/2025 $21,450.00 MACHINERY & EQUIPMENTS 3808 SMARTFORCE TECHNOLOGIES, INC. 606156 02/06/2025 $866.70 VEHICLE MAINTENANCE/EXPENSES 716 SOUTH BAY FORD INC 606157 02/06/2025 $18,426.42 UTILITY SERVICES 45630 SOUTHERN CALIFORNIA EDISON 606158 02/06/2025 $6,843.00 CONTRACT SERVICES 3085 STREAMLINE AUTOMATION SYSTEMS LLC 606159 02/06/2025 $950.00 EDUCATION REIMBURSEMENT 4779 NICHOLAS SWAVING 606160 02/06/2025 $1,650.00 CONTRACT SERVICES 71210 STAR-DUST TOURS INC 606161 02/06/2025 $31,659.69 FUEL INVENTORY 4844 THE JANKOVICH COMPANY LLC 606162 02/06/2025 $218.00 MACHINERY & EQUIPMENTS 41430 THOMSON REUTERS - WEST 606163 02/06/2025 $1,137.47 UNIFORM EXPENSE 57320 TOMS UNIFORMS 606164 02/06/2025 $16,500.00 VEHICLE PURCHASES 1866 CITY OF TORRANCE 606165 02/06/2025 $542.81 CONTRACTORS 4885 CYNTHIA TORRESRAR 606166 02/06/2025 $97.50 CONTRACT SERVICES 1188 TYLER TECHNOLOGIES INC 606167 02/06/2025 $693.60 SUPPLIES 45120 ULINE INC
606168 02/06/2025 $9,841.76 CONTRACT SERVICES 3406 UNIVERSAL PROTECTION SERVICES LP DBA ALLIED UNIVERSAL 606169 02/06/2025 $208.00 CONTRACTORS 4886 V3 ELECTRIC INC 606170 02/06/2025 $250.00 GENERAL GOVERNMENT 4892 ROSALINDA VEGA 606171 02/06/2025 $638.21 CONTRACT SERVICES 4003 VEOLIA WTS SERVICES USA, INC. 606172 02/06/2025 $6,617.03 CONTRACT SERVICES 4787 VERDE FACILITIES SERVICES LLC 606173 02/06/2025 $1,047.30 UTILITY SERVICES 23610 VERIZON WIRELESS 606174 02/06/2025 $284.00 CONTRACTORS 4889 VOLTFLO ELECTRICAL SERVICES 606175 02/06/2025 $89.00 CONTRACT SERVICES 3006 ASBURY ENVIRONMENTAL SERVICES 606176 02/06/2025 $2,061.97 ADVERTISING/PRINTING SERVICES 61850 X-IGENT PRINTING INC 606177 02/06/2025 $6,948.26 CONTRACT SERVICES 6390 ZOLL MEDICAL CORPORATION GPO 606178 02/06/2025 $42,530.00 CONTRACT SERVICES 4776 ADMINSURE INC

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EXHIBIT A
DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME
General Account
WARRANT #
City of Montebello
Register of Demands No. 1588
From Payment Date 01/31/25 - To Payment Date 02/13/25
606179 02/13/2025 $9,100.00 CONTRACT SERVICES 3956 ADVANCED PROBLEM SOLVING LLC 606180 02/13/2025 $5,697.00 CONTRACT SERVICES 1287 ALTA LANGUAGE SERVICES INC 606181 02/13/2025 $2,331.88 UTILITY SERVICES 39550 AT&T 606182 02/13/2025 $4.43 UTILITY SERVICES 39550 AT&T
606183 02/13/2025 $59.03 UTILITY SERVICES 1732 AT&T CORP 606184 02/13/2025 $200.00 CONTRACT SERVICES 2769 KATALINA BELTRAN 606185 02/13/2025 $13,000.00 PREPAID EXPENSES 32970 CALIFORNIA TRANSIT ASSOCIATION 606186 02/13/2025 $11,822.91 UTILITY SERVICES 47580 CALIFORNIA WATER SERVICE COMPANY 606187 02/13/2025 $841.50 CONTRACT SERVICES 40850 MARIA E CASAS 606188 02/13/2025 $5,419.86 MACHINERY & EQUIPMENTS 1133 CDW GOVERNMENT 606189 02/13/2025 $6,957.00 UTILITY SERVICES 55830 CHARTER COMMUNICATIONS 606190 02/13/2025 $95.45 VEHICLE MAINTENANCE/EXPENSES 45170 MONTEBELLO AUTO GROUP LLC 606191 02/13/2025 $25.13 UTILITY SERVICES 36610 CITY OF PICO RIVERA 606192 02/13/2025 $8,980.12 CONTRACT SERVICES 4468 COLLICUTT ENERGY SERVICES INC 606193 02/13/2025 $688.00 MACHINERY & EQUIPMENTS 4174 COSTAR REALTY INFORMATION INC 606194 02/13/2025 $2,014.61 MACHINERY & EQUIPMENTS 3784 CPACINC.COM 606195 02/13/2025 $1,638.20 ADVERTISING/PRINTING SERVICES 1354 DAILY JOURNAL CORPORATION 606196 02/13/2025 $38,827.12 OTHER GROUP INSURANCE PAYABLE 4110 DELTA DENTAL OF CALIFORNIA 606197 02/13/2025 $3,540.58 TRAINING 4164 EWH EMERGENCY MANAGEMENT LLC 606198 02/13/2025 $308.33 SUPPLIES 7610 EWING IRRIGATION PRODUCTS 606199 02/13/2025 $654.12 VEHICLE MAINTENANCE/EXPENSES 29160 FORD OF MONTEBELLO 606200 02/13/2025 $26,579.78 UNIFORM EXPENSE 55650 GALLS LLC 606201 02/13/2025 $140.00 POLICE RELATED FEES 4907 JESSE ENRIQUE GAONA 606202 02/13/2025 $4,582.07 VEHICLE MAINTENANCE/EXPENSES 4100 I & R AUTO BODY & PAINT 606203 02/13/2025 $58,365.00 CONTRACT SERVICES 4525 INFRASTRUCUTRE ENGINEERS, A BOWMAN COMPANY 606204 02/13/2025 $670.00 VEHICLE MAINTENANCE/EXPENSES 4484 JOSE CAMACHO DBA JOE'S AUTO UPHOLSTERY 606205 02/13/2025 $70.00 POLICE RELATED FEES 4906 WARREN JUNG 606206 02/13/2025 $200.00 PARKS AND RECREATION 4905 GLORIA LOPEZ 606207 02/13/2025 $149.01 CONTRACT SERVICES 1073 MONJARAS & WISMEYER GROUP INC 606208 02/13/2025 $125.00 DUES & SUBSCRIPTIONS 2274 MUNICIPAL MANAGEMENT ASSOCIATION OF SO CAL 606209 02/13/2025 $656.05 SUPPLIES 1474 NATIONAL TRENCH SAFETY INC 606210 02/13/2025 $556.00 CONTRACT SERVICES 41180 MANUEL NUNEZ 606211 02/13/2025 $231.42 SUPPLIES 15620 OFFICE DEPOT INC 606212 02/13/2025 $68,543.16 CONTRACT SERVICES 3834 OPTIBUS INC 606213 02/13/2025 $325.00 GENERAL GOVERNMENT 4904 FRANK PEREZ

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EXHIBIT A
DATE AMOUNT ACCOUNT DESCRIPTION VENDOR # VENDOR NAME
General Account
WARRANT #
City of Montebello
Register of Demands No. 1588
From Payment Date 01/31/25 - To Payment Date 02/13/25
606214 02/13/2025 $779.68 UNIFORM EXPENSE 56260 PRUDENTIAL OVERALL SUPPLY 606215 02/13/2025 $265.72 CONTRACT SERVICES 952 RELIANT IMMEDIATE CARE MEDICAL GROUP INC 606216 02/13/2025 $6,459.23 UTILITY SERVICES 14730 SAN GABRIEL VALLEY WATER CO 606217 02/13/2025 $6,222.56 UTILITY SERVICES 51430 SOUTH MONTEBELLO IRRIGATION DISTRICT 606218 02/13/2025 $153,409.04 UTILITY SERVICES 45630 SOUTHERN CALIFORNIA EDISON 606219 02/13/2025 $47,172.64 FUEL INVENTORY 40520 SOUTHERN CALIFORNIA GAS CO 606220 02/13/2025 $1,449.82 FRINGE BENEFITS 1990 STANDARD INSURANCE COMPANY 606221 02/13/2025 $7,470.84 CONTRACT SERVICES 3397 STERICYCLE INC 606222 02/13/2025 $36,520.30 CONTRACT SERVICES 2863 STRYKER SALES CORPORATION 606223 02/13/2025 $2,297.24 UTILITY SERVICES 72570 US TELEPACIFIC CORP 606224 02/13/2025 $2,164.85 CONTRACT SERVICES 4787 VERDE FACILITIES SERVICES LLC 606225 02/13/2025 $3,753.43 SUPPLIES 19070 WALTERS WHOLESALE ELECTRIC CO 606226 02/13/2025 $405.44 SUPPLIES 33390 WHITTIER FERTILIZER COMPANY 606227 02/13/2025 $20,480.38 CONTRACT SERVICES 3731 YUNEX LLC CHECK TOTAL $1,191,094.43
GRAND TOTAL $4,510,113.64

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EXHIBIT

CITY OF MONTEBELLO FORECASTED AGENDA
NOTE: The attached exhibit is a draft version that is to be used for reference purposes only; agenda items, information, and dates are subject to change. The exhibit will be placed at the end of the Agenda Packet.

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Item # Description Session Department Presenter
Citizen of the Month - Presentation Public Affairs David S.

National Development Disabilities Month Presentation Public Affairs David S.

Women's History Month Presentation Public Affairs David S.

Proclamation for National Nutriton Month Presentation Public Affairs Requested by Hellen Lopez Amendment No. 1 to Agr. 3956 - Inter-Con Consent Planning Joe P.

Adopt Resolution No. 25-XX for the Disadvantaged Business Enterprise Program Consent Transit John Soria
Minutes Consent. Admin Kimberly G.

Reso No. ___ Warrant Register Consent. Finance Michael S.

City Council Forecasted Agenda Calendar - March
March 12th - Regular City Council Meeting
Updated

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Montebello City CouncilFebruary 26, 2025

Montebello City Council
February 26, 2025